9274 search results for test
Historical Item Averages Market Area 07
PILING STEEL, TEMPORARY-CRITICAL 0455137 3 $1,191.15 $424,048.00 356.000 EA N LOAD TEST (DYNAMIC, Amount Quantity Meas Obs? Description 0455137 2 3 $2,140.54 $98,465.00 46.000 EA N LOAD TEST (DYNAMIC), VERIFICATION TEST 0455143 3 1 $356.00 $215,380.00 605.000 LF N TEST PILES-PRESTRESSED CONCRETE,18" SQ 0455144 6 1 $353.00 $335,350.00 950.000 LF N TEST PILES - STEEL, HP 14 x 89 0455144 22 1 $550.00 $1,267,750.00 2,305.000 LF N TEST PILES - STEEL, 24" DIA PIPE 0457 2121 1 $2,500.00 $40,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-07.pdf?sfvrsn=b2fc8db_72022 CTD Annual Performance Report
GRANT PROGRAM CTD administers the Innovative Service Development (ISD) Grant program to test new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/2022_ctd_annual_performance_report.pdf?sfvrsn=2b10d9c6_4Agency Term Contract - Attenuator
Usage Unit Price Total Price Awarded Vendor 1C Trailer Mounted Attenuator - MASH Test Level 3, Striping Service and Supply 2C Truck Mounted Attenuator Test Level 3 Scorpion II Model # DOT, Attenuator - MASH Test Level 3; Blade TMA Part # DOT COMMODITY # NOT ASSIGNED APL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---attenuator.pdf?sfvrsn=ef5c2475_10SS0050000
tests to the Resident Engineer. (b) When the Engineer of Record is a consultant hired, Engineer of Record. Provide copies of material certifications and material tests to the Resident
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/ss0050000.pdf?sfvrsn=4dd07633_4SS0050000
and material tests to the Resident Engineer. (b) When the Engineer of Record is a consultant hired, of the Consulting Engineer of Record. Provide copies of material certifications and material tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss0050000.pdf?sfvrsn=f10c4c03_0SS0050000
tests to the Resident Engineer. (b) When the Engineer of Record is a consultant hired, Engineer of Record. Provide copies of material certifications and material tests to the Resident
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss0050000.pdf?sfvrsn=3fcb5f40_0D5US441PavmentMarkings
is not typical. On this particular project, the Department of Transportation requested to test a new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/drb/decisions/d5/d5us441pavmentmarkings.pdf?sfvrsn=f96bfb1a_0Create a DWR
. NOTE: The following is only for the test site so that you will be able to add pay items for use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/aashtoware/create-a-dwr.pdf?sfvrsn=b83336fd_2SS6760000
and ventilation fan. (e) VEHICLE DETECTORS: A detector test switch must be provided for each phase of the controller unit. Detector test switches must include a position for normal operation (phase, ) shall not exceed 1/8 inch. The rack assembly must have 12 technician test switches mounted to the interface frame assembly. Technician test switches must be of the momentary type and shall have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/ss6760000.pdf?sfvrsn=f24f11db_43340000LAP.origind
formation may be used if it contains a minimum of 12% silica material as determined by FDOT Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3340000lap.origind.pdf?sfvrsn=fa39b112_04000100.resp
which almost always requires at least ¼’’ removal: a patchy surface almost always fails the test. 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4000100.resp.pdf?sfvrsn=1d665fbd_0Leg-Chapter-6
laboratory under the supervision of the Permittee's consultant. A copy of all density test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/programmanagement/utilities/docs/uam/uamrev2007/adobe/leg-chapter-6.pdf?sfvrsn=ff13ae12_0D1020326
)Automatic recharging of power supply batteries shall be provided. 102-3.2.8.5 Battery Life Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1020326.pdf?sfvrsn=aab46f3a_0SS6490000
instructions. Test the fluidity of the grout using the ASTM C 939 Flow Cone Method. Use grouts that meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss64900003604bae279d3452ea3f5f0bf9b12f8e1.pdf?sfvrsn=6e3ebcd5_06030000.origind
the construction progress allows or as designated in the Contract Documents. The Department will test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6030000.origind.pdf?sfvrsn=41e5556a_01020504.origind
three detections for each signal phase. Perform the test in the presence of the Engineer. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1020504.origind.pdf?sfvrsn=136d5413_06490500.fhwa
mixing paddle. Mix the grout in accordance with the manufacturer’s instructions. Test the fluidity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/6490500.fhwa8bc431bcbb464f6896d653492f09b91b.pdf?sfvrsn=6ac002aa_0