9189 search results for test
9930206.origind
specific and acceptance was based on project review of product testing. There is a need to standardize, shall be white or orange. For white delineators, the yellowness index shall not exceed 12 when tested, reflectance shall be a minimum of 70 when tested in accordance with ASTM E1347 or ASTM E1164, degrees with no delaminating after receiving 100 vehicle impacts when tested according to National, impacts. Impact testing must be performed by a recognized delineator testing facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9930206.origind.pdf?sfvrsn=dbf9d97d_0DCE32-02
) is deleted and the following substituted: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, per 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 Profiler will be tested for acceptance in accordance with 330-12.3. The pavement smoothness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2002/dce32-02.pdf?sfvrsn=b0b5fab3_09320000-723FHWA
the following minimum testing requirements: Table 932-4 Test Property Description Test Method Type V1 Type, not allow for the tensile testing of one of its straight portions, test specimens produced, . Submit the test results to the Engineer for review and approval prior to installation. Testing, for testing and one for verification in the event of a failing test result. LOTs will be sampled only, damage to the material. Materials for pavement joints shall be tested according to ASTM D5329
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9320000-723fhwa.pdf?sfvrsn=7a394107_29750000RESPON
product testing information according to AASHTO R31, define the reference to the specific section number(s) for product testing and certification. Response: I concur and have made the changes requested, to a two or three coat system for testing and certification as long as it meets the performance, changes for clarification. Section 975-5.8 / 975-7.3 - The field qualification testing does not include measuring test panels for color and/or gloss retention, yet this data is required according
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9750000respon.pdf?sfvrsn=b3cf4822_09930200.orig
manufacture’s which were interested in testing their products in accordance with the specifications, their product to be tested in accordance with the impact performance requirements. Recommended Usage Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9930200.orig.pdf?sfvrsn=8ed59f06_09140000.origind
an average organic content (minimum of three tests) greater than 2.5% and any individual test value, at concentrations defined by EPA, qualifying tests shall be performed. Test methods for these substances, of the stabilized material shall not be used as a stabilizer (see 914-4 for qualifying tests, . (see 914-43 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9140000.origind.pdf?sfvrsn=3007d13a_07810000IMP
and maintenance. Provide labeled test points for checking essential voltages. Ensure that all external, is automatically tested once each day, and that it may be tested on command from the TMC or a laptop, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE 127, testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o ntains t, be automatically tested once a day. The operational status may also be tested when the TMC or a laptop computer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7810000imp.pdf?sfvrsn=6a16e410_09320300.comm
testing for material acceptance. Further, should the "accredited ISO independent test lab" material, recommend rewording the sentence to make it clear the testing is at the contractor’s expense. Current, , but not necessarily the testing itself. Response, ) 1. Table 3-2, Bond Strength to Concrete, Block pull-out test method referenced is ACI 440.3R, method B.3.. this test method is obsolete superseded by ASTM D7913. Response: 2. Table 3-3, Strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9320300.comm.pdf?sfvrsn=9b4375ae_09160203.origind
: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions, Angle, δ (c) PG 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D, ) only) Rolling Thin Film Oven Test Residue (AASHTO T240-09) Rolling Thin Film Oven, AASHTO T 240-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160203.origind.pdf?sfvrsn=d93253e4_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-12c.pdf?sfvrsn=d5b050ad_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-12c.pdf?sfvrsn=159ca3d4_0CR-12C
tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2, and submit a test plan for FATs to the Engineer for consideration and approval? [Specs. 682-1.4.1, 684-1.4, tests at the device field site and end-to-end video streaming tests as required by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-12c.pdf?sfvrsn=69bdc95e_0CR-12C
and submit a test plan for FATs to the Engineer for consideration and approval? [Spec. 784-1.4] 2. Is CEI project staff aware that the contractor is required to perform local field operational tests at device server field sites according to the test procedures stated herein? [Spec. 784-2.4.2] 3. Is CEI project staff aware that the contractor is required to perform local field operational tests at the device field site and end-to-end video streaming tests as required by the Engineer in order
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-12c.pdf?sfvrsn=9edf624f_0D1040006.do
of 6.5 ft/sec [2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets, ] samples for product identification. The manufacturers test records shall be made available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1040006.do.pdf?sfvrsn=c647256a_09290100-722impl
the mixing operation and before the mix is discharged. The Engineer may require additional testing, Facility Listing will be maintained by the SMO. 3. Test Report: A certification from the SCM producer showing that the SCM meets the requirements of this Section. The test report must include, of the SCM. f. The approved laboratory that performed all tests. 4. Purchaser: The term
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9290100-722impl.pdf?sfvrsn=a5e9ae1f_2D1040006
of sustaining a maximum design velocity of 6.5 ft/sec [2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, 4 by 8 inch [100 by 200 mm] samples for product identification. The manufacturers test records
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d1040006.pdf?sfvrsn=344da54b_07800000D01.FHWA
, and video lines. 780-5 Testing. Perform the required tests for the ITS equipment installed, . ProvidethetestprocedurestotheEngineeratleast14daysinadvancefor approvalpriortocommencement of testing. Ensure that the test, test. Furnishallequipment, software, and supplies necessary for conducting the tests. Include, the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing, approvalpriortocommencement of testing. Ensure that the test plan demonstrates each and every functional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/7800000d01.fhwa.pdf?sfvrsn=38e39b20_07150603.FHWA
strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submittedprovided to the Engineer. ARTICLE 715-15, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7150603.fhwa.pdf?sfvrsn=e934cc7_0SS9750000
coatings, regardless of color, shall meet the requirements below. Laboratory Testing Property Test, cylindrical mandrel No cracking Outdoor Testing Property Test Method Requirement Rusting ASTM D 610, the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property Test Method Requirement Laboratory Testing Property Test Method Requirement Resistance to Wind, in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test Method Requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9750000.pdf?sfvrsn=cbc5541e_09330000.FHWA
, determined by static tensile tests, shall conform to the following: Ultimate stress, minimum, or over-size reinforcing ends will not be considered. 9330000 All Jobs 933-5 Required Tests for ReinforcingPrestressing Steel. 933-5.1 General: Tests shall be made performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Engineer prior to useDepartment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9330000.fhwa.pdf?sfvrsn=d7827ca0_0