9191 search results for test
3520000.impl
. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface for smoothness with a 10, by the Engineer. (a) Testing with a 10 foot straightedge: Use this straightedge for longitudinal profiling, with the straightedge laid in a direction perpendicular to the centerline. (b) Testing with a 10 foot rolling, in a 10 foot effective length of the straightedge. When tested with a straightedge, ensure, ) Testing With A California Type Profilograph: 1. General: Use the profilograph on all longitudinal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3520000.impl.pdf?sfvrsn=c03311cd_0SS3520000
. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface for smoothness with a 10, by the Engineer. (a) Testing with a 10 foot straightedge: Use this straightedge for longitudinal profiling, with the straightedge laid in a direction perpendicular to the centerline. (b) Testing with a 10 foot rolling, in a 10 foot effective length of the straightedge. When tested with a straightedge, ensure, ) Testing With A California Type Profilograph: 1. General: Use the profilograph on all longitudinal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss3520000.pdf?sfvrsn=24983ca8_0SS3520000
. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface for smoothness with a 10, by the Engineer. (a) Testing with a 10 foot straightedge: Use this straightedge for longitudinal profiling, with the straightedge laid in a direction perpendicular to the centerline. (b) Testing with a 10 foot rolling, in a 10 foot effective length of the straightedge. When tested with a straightedge, ensure, ) Testing With A California Type Profilograph: 1. General: Use the profilograph on all longitudinal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3520000.pdf?sfvrsn=8bd6fb90_04620100-722FHWA
. 5. Provide a mockup test in accordance with this Section. PT system acceptance testing may, and the following substituted: 462-1 Description. 1. Furnish, test, transport, store, handle, . Perform PT system testing in accordance with Section 960. Include in the PT system testing all possible, in 960-2, that were used in system testing and as listed on the approved PT system shop drawings, on the project. Inclusion of all possible subcomponents is required for PT system and component testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4620100-722fhwa.pdf?sfvrsn=1c8d5e14_2DunR
engineering, inspection and testing, inter-project coordination, and contract administration activities, , and expert testimony in mediation, arbitration and trial settings. Major clients included: Hubbard C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/dunr.pdf?sfvrsn=679695de_04551501.fhwa
testing laboratory to document test results. 6. Details of proposed methods to clean shaft after, schedule for test shaft installation, load tests and production shaft installation. 1617. Other, the additional tests for pH value for the time required to establish consistency of the test values within, to perform slurry testing. The Department may also perform comparison tests. Provide equipment, to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4551501.fhwaf92ff91d36654fd9be7e68c641dea976.pdf?sfvrsn=8612dcf8_04551501.FHWA
testing laboratory to document test results. 6. Details of proposed methods to clean shaft after, schedule for test shaft installation, load tests and production shaft installation. 1617. Other, the additional tests for pH value for the time required to establish consistency of the test values within, to perform slurry testing. The Department may also perform comparison tests. Provide equipment, to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4551501.fhwa.pdf?sfvrsn=ffa2b2b9_01050000.comm
reads: " Ensure the testing…………………………..program requirements of 6-9". (4)- Subarticle 105-11.1, Allied Engineering & Testing, Inc. 813.299.2416 Comments: 105-1.2.3 1st Paragraph, 2nd Sentence, anyway? Testing is done by lineal distance, billing is done by SY, and the materials are ordered by the ton. Testing is to be performed by the specifications and density logbooks, asphalt plant, include all personnel that will do sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.comm.pdf?sfvrsn=3044b805_04551508.FHWA
regulatory authorities. Perform the following tests on the polymer slurry in the shaft excavation, Properties Item to be measured Range of Results at 68ºF Test Method Density 62 to 65 lb/ft 3, of Results at 68ºF Test Method Sand Content 0.5% or less FM 8-RP13B-3 Polymer slurry may be mixed in the cased portion of the shaft in accordance with the manufacturer’s published procedures. Test, and the following substituted: 455-17.6.1.2 Procedure: Perform CSL testing between 72 120 hours and 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4551508.fhwa.pdf?sfvrsn=f509451a_0SPI-550-010
2019-20 1 Index 550-010 Bridge Fencing (Vertical) Design Criteria NCHRP Report 350 , Test Level 3, with tension wires) is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence, ) is not a crash tested design and cannot be used on traffic railings. This fence can be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-550-010.pdf?sfvrsn=71afb935_2spi-550-010
2018-19 1 Index 550-010 Bridge Fencing (Vertical) Design Criteria NCHRP Report 350 , Test Level 3, with tension wires) is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence, ) is not a crash tested design and cannot be used on traffic railings. This fence can be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-010.pdf?sfvrsn=102e7556_6SPI-550-010
2026-27 1 Index 550-010 Bridge Fencing (Vertical) Design Criteria NCHRP Report 350, Test Level 3, with tension wires) is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence can, ) is not a crash tested design and cannot be used on traffic railings. This fence can be used on Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-010.pdf?sfvrsn=9dfb145c_19290400-122origind
for determination of slag activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall follow the requirements of ASTM C989. 929-4.2 Acceptance Testing of Slag Cement, ), and total sulfur as sulfate (SO3). 3. The results of all testing listed under Test Methods section, test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test report shall include: 1 . For slag granules, provide X-ray Fluorescence (XRF) elemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9290400-122origind.pdf?sfvrsn=9642da8e_220C-007: Brimmer, Burek & Keelan, LLP
02/02/202120C-007 Brimmer, Burek & Keelan, LLPThe purpose of this engagement was to review Brimmer, Burek & Keelan, LLP's working papers prepared for the audit of InNovo, H2R, and Arehna's Statement to determine if the firms accounted for premium overtime in accordance with the Department's governing directives and if the CPA adequately tested premium overtime costs. We will also determine if the Direct Expense Rate and published Fee Schedule was supported by the underlying books and records
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/audit-and-investigative-products/95f89138-8493-48d7-b932-6ea7a4b73fc017C-6005: International Corporate Overhead Cost Allocations
8/22/2018 17C-6005 Internal OIG Review: Engagement 17C-6005, International Corporate Overhead Cost Allocations The purpose of this memorandum was to review if the CPA firm tested the international parent’s corporate overhead cost allocations for compliance with Part 31 of the Federal Acquisition Regulation (FAR 31). These costs are commonly labeled as Corporate Allocations or Corporate Support on the indirect cost schedule
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/audit-and-investigative-products/internal-oig-review-engagement-17c-6005-international-corporate-overhead-cost-allocations9480107Respon2
RESPONSE TO 9480107 INDUSTRY REVIEW COMMENTS ****************************************************************************** Paul Harkins Taking this excerpt from your language, ensure that the pipe joints have been hystostatically tested at the plant at the specifified pressure, does reference need to be made to 430-4, which provides required pressure for each type of application, or could this be suggesting that the engineer specify the required joint performance for the specific site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9480107respon2.pdf?sfvrsn=43117d59_04490600Comm
4490600 Industry Review Comments ***************************************************************************** Paul Harkins Taking this excerpt from your language, ensure that the pipe joints have been hystostatically tested at the plant at the specifified pressure, does reference need to be made to 430-4, which provides required pressure for each type of application, or could this be suggesting that the engineer specify the required joint performance for the specific site?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4490600comm.pdf?sfvrsn=dde40d92_09480107Comm
9780107 INDUSTRY REVIEW COMMENTS ************************************************************************ Paul Harkins Taking this excerpt from your language, ensure that the pipe joints have been hystostatically tested at the plant at the specifified pressure, does reference need to be made to 430-4, which provides required pressure for each type of application, or could this be suggesting that the engineer specify the required joint performance for the specific site?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9480107comm.pdf?sfvrsn=33ede368_04550028Origin
Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028origin.pdf?sfvrsn=3768b822_012_Construction_Rulemaking
by Samples and Tests 12.4.3.1 D.3.a Materials to be Tested, Samples The CE may require any or all, , and the materials which were incorporated into the project were properly tested/certified. All, . • Adequate procedures through established methods of sampling and testing shall be implemented, by the Engineer shall be used in the work. Any materials proposed for use may be inspected or tested at any time, for use, shall be used in the work. 12.4.2 D.2 Inspection and Tests at Source of Supply 12.4.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/12_construction_rulemaking.pdf?sfvrsn=ff6f6437_1