8978 search results for test
9930000.impl
plus or minus 5 degrees when tested according to National Testing Product Evaluation Program (NTPEP, when tested according to National testing Product Evaluation Program (NTPEP). The NTPEP requirement, to be furnished. 993-1.2.1DurabilityTestsforRetroreflectors:SealTest:Thefollowing test will be used, the samples for water intake. Failure of more than two of the 20 samples tested shall be cause, tested. Observation Angle Entrance Angle Specific Intensity candelas/foot-candle Crystal Y e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9930000.impl.pdf?sfvrsn=ae94220a_0fdot-bed65-rpt
a test matrix, plan, and setup for laboratory fatigue testing that accounts for these parameters, , and iv) establishing a test matrix, plan, vi and setup for laboratory fatigue testing of the HRBS, details, and preventative measures. The test plan includes a rigorous testing regime to assess, of the test plan. Scaling is an essential aspect of the testing program due to limitations, to fatigue testing A “design allowable test plan” was recommended in this study, which is deemed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed65-rpt.pdf?sfvrsn=1c4110e8_14570000.comm
. Test mMaterials for other cement based fillers allowed under Section 457-2.5 shall be tested equivalent to the testing for properties required for the FDOT approved design mixes. Test the materials, by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may, Patel (954) 777-4193/(772) 489-7138 Comments: 457-2.2 requires “certified test report, for consistency. See my proposal (in blue & bold) below. Test and accept mMaterials for portland cement grout
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4570000.comm.pdf?sfvrsn=7c9c4297_01050808.FHWA
tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing, property tests must have ACI Concrete Field Testing Technician-Grade I certification. Ensure, Manufacturing Facilities: 105-8.8.1.1 Testing Personnel: Ensure personnel performing tests have, : 105-8.10.2.4.1 Testing Personnel: Ensure personnel performing tests have the following certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1050808.fhwa.pdf?sfvrsn=9ff4acb7_24000705.resp
in the testing equipment and other types of conveying chutes and troughs of less than 20 feet, , station, or length) of the structure where the concrete is placed and represented by strength tests, are in the test cylinder molds. If it is necessary to change the word "LOT", I recommend that it should, truck loads of concrete represented by strength test cylinders can be identified, placement location represented by QC sample strength tests can be identified in case deficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4000705.resp.pdf?sfvrsn=34cb5ff5_01200010respon
is, could we add something saying that both Maximum Density and Soil Classification tests should, tests should be run on the same sample, consistent. 120-10.2 Soil Classification The section references Test method T-88, which allows, which would require use of the T-88 test method(s) for compliance? Response: A reference will be added for M-145. 120-10-4.2 Density Testing The last paragraph addresses the use of Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200010respon.pdf?sfvrsn=d743e525_0DCE12-12
(Dynamic Load Tests) REQUIREMENTS This memorandum clarifies that when an increased resistance factor is justified by 100% dynamic testing, all blows delivered to every pile shall be monitored with Dynamic Load Testing equipment utilizing internally or externally mounted sensors. BACKGROUND, where an increased resistance factor is justified through the 100% dynamic testing, Specification 455 - Sections 455-5.11.5 & 455-5.13 (Dynamic Load Tests) Page 2 of 2 www.dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2012/dce12-12.pdf?sfvrsn=2bf16303_0D4440000
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4440000.pdf?sfvrsn=f024b6_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4440000sp.pdf?sfvrsn=7dfbcf2c_0SP4440000
water level prior to the start l the completed deep wells immediately testing of the well. During, , materials and equipment required to construct, test nd ma aintaindeepdrainagewells.Drillthewellsof, e s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, note of any adjustments. E of the test. 444-3.5MaintenanceofWells:Capandsea followingconstructionand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp4440000.pdf?sfvrsn=a38d3221_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4440000sp.pdf?sfvrsn=190529f7_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4440000.do.pdf?sfvrsn=8e71c799_0SP4440000
water level prior to the start l the completed deep wells immediately testing of the well. During, , materials and equipment required to construct, test nd ma aintaindeepdrainagewells.Drillthewellsof, e s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, note of any adjustments. E of the test. 444-3.5MaintenanceofWells:Capandsea followingconstructionand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp4440000.pdf?sfvrsn=7d88061_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4440000.do.pdf?sfvrsn=b3163b6c_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4440000.do.pdf?sfvrsn=8027311f_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4440000sp.pdf?sfvrsn=f3d51df7_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4440000sp.pdf?sfvrsn=b8158c85_05600204.comm
) 1. 560-7.5 – the requirement of testing every 1000 s.f. is an overkill. We have been performing these tests since FDOT implemented the requirement and have yet to find any soluble salts on any of the surfaces tested on any of our new construction projects. As this just adds more money to the cost of a project, possibly the Specification could be clarified to require less testing on new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5600204.comm.pdf?sfvrsn=a1c9116c_04100301.origind
, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, is now permitted in the test method so it does not have to be specified in the Specifications. Proposed solution: The proposed revision to 410 corrects the reference to Section 105 and the test method, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.origind.pdf?sfvrsn=26ad57d0_05600705.impl
, soluble salt/conductivity testing frequency may be reduced to one test per day. When any, concentrations on all steel surfaces using soluble salts test kits meeting the requirements of 560-2.4. Measure the concentration levels using the method described in SSPC-TU 4. Perform the tests after washing, micro- Siemens per centimeter squared. For either contaminant assessment method (salt test kits or conductivity meter) test three random locations in the first 1000 square feet and one random location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5600705.impl.pdf?sfvrsn=74967491_0