9204 search results for test

FDOTStormWaterMgmtPlan2012

. Test should be performed to determine if directly contaminated soils should be handled as a hazardous

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/fdotstormwatermgmtplan2012.pdf?sfvrsn=858ebaa2_0

CompleteDesignBuildProcedure021408

and conceptual drawings to eliminate any contradictions in the documents for testing. Testing requirements, to include a test plan for determination of level of experience and networking knowledge. 11, including field office requirements, specific testing requirements, signal timings responsibilities

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d1web/contracting/designbuildprojects/completedesignbuildprocedure021408.pdf?sfvrsn=e89aa1ea_0

Specrev1

mill tests and analysis reports to the Engineer. (g, required mill tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedthe Construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jan11/specrev1.pdf?sfvrsn=6a1c36a1_0

UAM2010

access for installations, inspections, repairs, connections and tests. Median : The portion, system, providing access for installations, inspections, repairs, connections and tests. R/W : Right

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/utilities/docs/uam/uam2010.pdf?sfvrsn=aa21558a_0

Specrev1

mill tests and analysis reports to the Engineer. (g, required mill tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedthe Construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jan11/specrev1dd8084e7e8a348f1b91775d4dcc92ce2.pdf?sfvrsn=96d29afb_0

0020000.FHWA

be subjected to the tests provided for in these Specifications to determine the materials’ quality, , together with samples that may be subjected to the tests provided for in these Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0020000.fhwa.pdf?sfvrsn=c856b822_0

D7 SR55 (US 19) unsuitable mat'l removal

Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall, Density Test. The cost of backfill shall be included in the unit price bid per lineal foot

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/d7-sr55-(us-19)-unsuitable-mat'l-removal.pdf?sfvrsn=c6ec5a35_0

1020504.FHWA

during an off-peak period with a minimum three detections for each signal phase. Perform the test, for each signal phase. Perform the test in the presence of the Engineer. SUBARTICLE 102-11.14

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1020504.fhwa.pdf?sfvrsn=4d65cf12_0

5440000.resp

states: ….Manufacturers seeking evaluation of their crash cushions shall furnish certified test reports showing that their products meet all test requirements of NCHRP 350 or the Manual for Assessing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5440000.resp.pdf?sfvrsn=13c586ae_0

1020504.fhwa

during an off-peak period with a minimum three detections for each signal phase. Perform the test, for each signal phase. Perform the test in the presence of the Engineer. SUBARTICLE 102-11.14

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1020504.fhwa896c020fe6e846be9afcbfc5ce0ebc5e.pdf?sfvrsn=a06fe975_0

6030000.FHWA

the construction progress allows or as designated in the Contract Documents. The Department will test, . The Department will test and certify the equipment to be in proper condition and ready to use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/6030000.fhwa.pdf?sfvrsn=19cf35f8_0

SS1020302

) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/ss1020302.pdf?sfvrsn=d22aac4f_4

LAP120

Class Maximum Lift Thickness Thick Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15%) 2 A-1 6 inches without Control Test Section Maximum of 12 inches

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap120.docx?sfvrsn=df62563c_1

LAP1200000

Class Maximum Lift Thickness Thick Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15%) 2 A-1 6 inches without Control Test Section Maximum of 12 inches

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap1200000.docx?sfvrsn=7bcbd1ed_6

LAP1200000origind

Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15%) 2 A-1 6 inches without Control Test Section Maximum of 12 inches A-2-4 (No. 200 Sieve > 15

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap1200000origind.pdf?sfvrsn=6751248d_2

LAP1200000-122FHWA

classification group. Table 120-1 Group AASHTO Soil Class Maximum Lift Thickness Thick Lift Control Test, without Control Test Section Maximum of 12 inches A-2-4 (No. 200 Sieve > 15%) A-2-5, A-2-6, A-2-7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap1200000-122fhwa.pdf?sfvrsn=e77220ef_2

LAP1200000-122impl

Maximum Lift Thickness Thick Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15%) 2 A-1 6 inches without Control Test Section Maximum of 12 inches

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap1200000-122impl.pdf?sfvrsn=a19c3800_2
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