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SP3301206
completion of the testing, the Engineer will furnish a test report documenting the RN of each, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp3301206.pdf?sfvrsn=f05603f8_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3300126sp.pdf?sfvrsn=dbaf5c9f_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3300126sp.pdf?sfvrsn=4c80495_0D3300126.do
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3300126.do.pdf?sfvrsn=fa81a43b_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3300126sp.pdf?sfvrsn=8e46a9c7_0SP3301206
completion of the testing, the Engineer will furnish a test report documenting the RN of each, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3301206.pdf?sfvrsn=65f22382_01050000.d01.fhwa
laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.d01.fhwa19152e61ef1442aca5bfea608ea7ba59.pdf?sfvrsn=4c663498_01050000.D01.FHWA
laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.d01.fhwa.pdf?sfvrsn=a4d1d621_0Draft Cove Rd. CRAS 2024-2-2 flat
within the archaeological APE. Nine shovel tests were excavated. No cultural material was recovered, Tests and Field Conditions Appendix B: FMSF Forms Appendix C: Survey Log Cultural Resource, Shovel Test No. 3 Towards Eastern End of Project Area, facing Southwest, : Archaeological APE from Shovel Test No. 5, South Side of Cove Road, . . . . . . . . . . . . 49 Figure 14: Archaeological APE from Location of Shovel Test No. 7, on West Side of Project Area, facing Southwest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/draft-cove-rd-cras-2024-2-2-flat.pdf?sfvrsn=78155a67_19230000.comm
: (5-7-10) In the last paragraph, i.e., "Ensure the water test results from the testing lab are submitted, for structural concrete. The requirement to “Ensure the water test results from the testing lab, be allowed 14 days for completion of tests”. Even this did not allow much leeway as the mortar test, test results within 14 days of the sampling? How can this be enforced if DOT does not know when, . 923-2.2 Initial Sampling and Testing Frequency: Approval: Open bodies of water and well water shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9230000.comm.pdf?sfvrsn=b62ba7c5_09230300-722origind
be tested before use and shall not exceed the limits in Table 923-1: Table 923-1 Chemical Test Test, is deleted and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1, may be used as an alternative method for sulfates. The test method used shall be included, and Well Water : Open bodies of water and well water shall be tested before use and shall not exceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9230300-722origind.pdf?sfvrsn=fd176264_24550510.comm
of using either EDCs or externally connected instruments for dynamic load testing on test piles, with no separate payment for the option chosen. New SP4550512 requires EDCs in test piles only, for either EDC or instruments for dynamic load testing. If the contractor is given the choice, we probably, SP4550510A (with test piles) and revised SP4550510B (without test piles) require the use of EDCs in production and/or test piles and will be used only when authorized by the State Geotechnical Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.comm.pdf?sfvrsn=de9484b3_01620000Respon
6-9 that can provide what is being requested above. At this time our test procedures are written for corrosion test only. This type of testing would have to come from a laboratory that runs the agriculture test and could provide this type of test results. Response: Revised to “laboratory, have notice under 162-5.1 that the testing for organic matter content, pH and primary macronutrients (N, P, K) and secondary macronutrients (S, Ca, Mg). Acquire the from the soil testing laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000respon.pdf?sfvrsn=f339f10_04550300.FHWA
items for static load tests, the Engineer will consider all required static load testing Unforeseeable, Dynamic Load Tests: Dynamic load testing consists of estimating pile capacity by the analysis, with 455-5.14. 455-5.12.5 Static Load Tests: Static load testing consists of applying a static load, % dynamic testing or test piles, the Engineer will dynamically test the first pile(s) in each bent, load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550300.fhwa.pdf?sfvrsn=47362d2e_0D1200000.do
section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor may, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing, the IV test results in the same manner as Verification test results. 120-10.1.6 Reduced Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d1200000.do.pdf?sfvrsn=6f79de_05480206.comm
the verification testing. If the test verifies the material has a friction angle greater than or equal, constitutes a LOT for this test. In the testing frequency table we conduct one test per soil type, at the point of placement to perform a direct shear verification test in accordance with FM 1-T 236. The State Materials Office or a Cconsultant qualified to perform Geotechnical Specialty Lab Testing (Type, . If the verification test does not meet the required friction angle, reconstruct the LOTs with acceptable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.comm.pdf?sfvrsn=7835d3ac_06110402-724FHWA
currently published stand-alone test forms. Please review and transmit your comments, if any, within, Device Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract, for approval. Provide a minimum notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6110402-724fhwa.pdf?sfvrsn=ef2cd00e_16110402-723FHWA
information on recently published standalone test forms for dynamic message signs and remote power, Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract Documents, notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6110402-723fhwa.pdf?sfvrsn=7fc6fbc0_14550510DB.impl
testing or blow count criteria. (c)TheResistanceFactorforcomputing NBR is taken from the following, Criteria 3 100% Dynamic Testing 4 Compression Davisson Capacity EDC using UF method, or PDA and CAPWAP 1 0.55 0.60 Static Load Testing 2 0.65 0.70 Statnamic Load Testing 2 0.60 0.65, Testing 2 0.55 0.55 1 Dynamic Load Testing and Signal Matching Analysis 2 Used to confirm the results of Dynamic Load Testing and Signal Matching Analysis 3 Initial drive of production piles using Blow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550510db.impl.pdf?sfvrsn=4ed28013_04620802.FHWA
to require all ducts (except for long ducts in segmental box girders ) to be pressure tested prior, Contractor Field Tests: 462-8.2.1 Prior to Concrete Placement: 462-8.2.1.1 All Tendons Except as Noted: 1. Test all PT system components utilized on the project, except those used for internal longitudinal tendons in box-girder segments. 2. In the formwork, pressure test each different type, a total of two per project, will be randomly chosen by the Engineer for testing. 43. When required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4620802.fhwa.pdf?sfvrsn=e4f6c2b3_0