9037 search results for test
DCE10-15
....................................................................................................... 76 9.3 SAMPLING AND TESTING, Equipment: Supply survey, inspection, and testing equipment essential to perform services under, to the Witness Points and Hold Points specifications. 9.3 Sampling and Testing: Perform sampling and testing of component materials and completed work in accordance with the Construction Contract documents. The minimum sampling frequencies set out in the Department's Materials Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2015/dce10-15.pdf?sfvrsn=28434dd3_01050000fhwa
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, in performance of required QC tests and statistical evaluation of quality control test results, for the produced materials that are supplemental to the QC sampling and testing program described, , additional sampling and testing, maintenance schedule, etc. 105-3.6.3 Loading and Shipping Control, preventive and corrective measures. Describe disposition of failing materials. 105-3.10 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1050000fhwa.pdf?sfvrsn=fc99f6b2_0DCE07-17
cement has been tested by Titan and verified by the State Materials Office with no difference, Type I/II to Type IL cement; 1. Approved mix designs requiring Surface Resistivity Test values 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce07-17.pdf?sfvrsn=653d155_0DCE13-17
produced. The Type IL cement has been tested by Argos and verified by the State Materials Office, Resistivity Test values 2. Approved Self-Consolidating Concrete (SCC) mix designs 3. Approved Flowing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce13-17.pdf?sfvrsn=7f8fd496_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4490001ssbb7ab74e5d6044b0acb31c2819cc7159.pdf?sfvrsn=cb5c5525_04130302.impl
with this Section. 2.Independent laboratory test data and results showing the product has been tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4130302.impl.pdf?sfvrsn=1acc7987_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4490001ss.pdf?sfvrsn=959ff24_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4490001ss.pdf?sfvrsn=32459e01_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4490001ss.pdf?sfvrsn=7f969c84_09710605.FHWA
shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test M, : Component Test M e t h o d White Binder 18.0% m i n i m u m T i O 2 , T y p e R u t i l e ASTMD476, (British Pendulum Number) when tested in accordance to ASTM E303. 971-10.5 Application Properties, elements, and filler shall be well dispersed in the resin. 971-10.2 Composition: Component Test M e, on the APL. 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9710605.fhwa.pdf?sfvrsn=17b9a12e_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4490001ss.pdf?sfvrsn=d9ca82b3_03340000.origind
characterization, test method versions, precision of roadway core Gmb test, evaluation of failing material, wording to allow warm mix asphalt. Modified wording to clarify testing requirements for RAP stockpiles. Changed AASHTO test method references to current version of AASHTO methods. Note that AASHTO T, measurement, RAP stockpile characterization, test method versions, precision of roadway core Gmb test, ) 3340000 All Jobs Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3340000.origind.pdf?sfvrsn=65c3e2f1_06820000.impl
to final acceptance. 682-1.4 Testing: 682-1.4.1 General: Perform a field acceptance test (FAT, or system under test. The Engineer reserves the right to witness all tests. 682-1.4.2 Field Test, . 682-2.5 Testing: Submit a detailed system acceptance test plan to the Engineer for review and approval, installation. At minimum, include in the video display system test the testing of each color video monitor, subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6820000.impl.pdf?sfvrsn=fed282b_0GL-14A
that soil testing is performed and assure that Contractor uses proper rates are applied based on soil testing results. [Spec. 570-3.7]
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-14a.pdf?sfvrsn=cfcaaca0_0GL-14A
that soil testing is performed and assure that Contractor uses proper rates are applied based on soil testing results. [Spec. 570-3.7]
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-14a.pdf?sfvrsn=82c82ca5_0GL-14A
that soil testing is performed and assure that Contractor uses proper rates are applied based on soil testing results. [Spec. 570-3.7]
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-14a.pdf?sfvrsn=7440dc77_0GL-14A
that soil testing is performed and assure that Contractor uses proper rates are applied based on soil testing results. [Spec. 570-3.7]
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-14a.pdf?sfvrsn=7df43d2e_0GL 14A_Performance Turf 17-18 Clean
a healthy and vigorous stand of turf. [Spec. 570-3.6]. Fertilizing 5. Ensure that soil testing is performed and assure that Contractor uses proper rates based on soil testing results. [Spec. 570-3.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-14a_performance-turf-17-18-clean.pdf?sfvrsn=6dd4b7cf_0GL-14B Performance Turf 18-19 Clean
and vigorous stand of turf. [Spec. 570-3.6]. Fertilizing 5. Ensure that soil testing is performed and that the Contractor uses proper rates based on soil testing results. [Spec. 570-3.7]. Landscaping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-14b-performance-turf-18-19-clean.pdf?sfvrsn=d7f6dc1b_0D4600023
and non-destructive testing in accordance with the current applicable edition of the ANSI/AASHTO/AWS D1.5 Bridge Welding Code. For tubular components, perform fabrication and non-destructive testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4600023.pdf?sfvrsn=e2cdde6_0