9204 search results for test
D1020000.do
certified test reports showing that their product meets all test requirements set forth by NCHRP 350, must provide a certified test report to the Engineer indicating that the signs meet, a certified test report to the Engineer indicating the device meets these specif ication, of their TMA must provide the Department certified test reports showing the TMA meets all requirements set, certified test reports showing the Work Zone Pavement Marking material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_01020000SS
seeking evaluation must furnish certified test reports showing that their product meets all test, . Manufacturersprovidingthesignsmust provide a certified test report to the Engineer indicating that the signs meet, must provide a certified test report to the Engineer indicating the device meets these specification, . ManufacturersseekingapprovaloftheirTMAmustprovidetheDepartment certified test reports showing the TMA meets all requirements set by the National, approval must furnish certified test reports showing the Work Zone Pavement Marking material meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1020000ss9319b129565d4f0391b3c369ecbd844e.pdf?sfvrsn=f130e7ea_0D0090000.do
paragraphs unless the time elapsing between (1) acceptance of the project and receipt of all test, )TheContractorhasfurnishedallrequiredmill tests and analysis reports to the Engineer. (g)TheContractorhassubmitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d0090000.do.pdf?sfvrsn=47c5c679_0D0090000.do
paragraphs unless the time elapsing between (1) acceptance of the project and receipt of all test, )TheContractorhasfurnishedallrequiredmill tests and analysis reports to the Engineer. (g)TheContractorhassubmitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d0090000.do557d58380fe548d7b303538d924350c2.pdf?sfvrsn=278822a_0FinalAttendeeList
. Mount Jamie Allied Engineering & Testing, Inc. Pickard Brian Allied Engineering & Testing, Inc. Rice Judy Allied Engineering & Testing, Inc. Santarelli Cal Allied Engineering & Testing, Inc. Scott Vay Allied Engineering & Testing, Inc. White James Allied Engineering & Testing, Inc. Wiseman Mark Allied Engineering & Testing, Inc. Engle Brady Allison Transmission, Inc. Tucker Dirk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/onlineregistration/constructconf/constconf2014/finalattendeelist.pdf?sfvrsn=dcd4e0b7_0fdot-bed25-977-08-rpt
the lead on emerging technology pilot testing or pilot deployment, and FDOT districts will support and test novel technologies. • Railroad companies evaluated more emerging technologies, fines. • Pilot testing of CV technology and AI-based detection and inspection technologies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-08-rpt.pdf?sfvrsn=2703c309_11020000.impl
and be successfully crash tested in accordance with MASH TL-3 criteria. All trailer mounted barriers must, signal phase. Perform the test in the presence of the Engineer. 102-9.17 Truck Mounted Attenuators, successfully crash tested in accordance with MASH TL-3 criteria. A gate arm is required in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1020000.impl.pdf?sfvrsn=9096f894_0441692-1_CR 510_CE2_Display_Draft_03_18_2025
and subsurface shovel testing within the archaeological APE. Archaeological testing included the excavation of 32 shovel tests, one of which was positive for a nondiagnostic precontact lithic artifact and designated Archaeological Occurrence 1. Shovel testing was limited through much, in the western portion of the APE. Two shovel tests were excavated within the recorded site boundary, both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510_58aveus1/documents/441692-1_cr-510_ce2_display_draft_03_18_2025.pdf?sfvrsn=85cf8d4b_1FDOT Local Agency Procurement Manual_Final 2025
, or 5316 funds. DRUG AND ALCOHOL TESTING 49 U.S.C. § 5331 49 C.F.R. part 655 49 C.F.R. part 40 Transit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/procurement/fdot-local-agency-procurement-manual_final-2025.pdf?sfvrsn=e7812018_1D5-08-05-25BSN
0432- 3- 1 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 15" EA 100.000 0432- 3- 2 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 18" EA 100.000 0432- 3- 4 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 24" EA 100.000 0432- 3- 5 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 30" EA 50.000 0432- 3- 6 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 36" EA 25.000 0432- 3- 7 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 42" EA 25.000 0432- 3- 8 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 48" EA 30.000 0432- 3- 9 CHEMICAL GROUT REPAIR, PIPE, NON
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/d5-08-05-25bsn.pdf?sfvrsn=e2b36d43_1Historical Item Averages Market Area 08
-TEST, 18" 0432 3 4 1 $882.17 $9,703.87 11.000 EA N CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 24" 0432 3 5 1 $992.44 $1,984.88 2.000 EA N CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 30" 0432 3 9 1 $1,433.53 $4,300.59 3.000 EA N CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 54" 0433 1 1 $2,756.78 $2,756.78 1.000, N PRESTRESSED SOIL ANCHOR, PERFORMANCE TEST 0451 70 2 2 $15.14 $106.00 7.000 EA N PRESTRESSED SOIL ANCHOR, CREEP TEST 0455 14 42 1 $114.00 $2,359,344.00 20,696.000 SF N CONCRETE SHEET PILING, CFRP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-08.pdf?sfvrsn=fc20ed22_7Governing-Board-Agenda-Package-10302014
record of the proceedings is made which record includes testimony and evidence upon which appeal, Rail Commission ~ Parking meter revenue study by FTC ~ Autonomous vehicle testing The MPOAC Policy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2014/governing-board-agenda-package-10302014.pdf?sfvrsn=1026440c_16300000.impl
630 CONDUIT. (REV5-11-12)(FA5-22-12)(1-13) SECTION630(Pages738–742)isdeletedandthefollowingsubstituted: SECTION630 CONDUIT 630-1 Description. Install conduit for traffic control signals and devices, and other electrically powered or operated devices as shown in the plans and Design Standards. 630-2 Materials. Usematerials that have been tested and listed as defined in the National Electrical Code (NEC) for the specific use to meet the following industry standards: Schedule 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/6300000-impl.pdf?sfvrsn=6f1eecc4_46300000.impl2
630 CONDUIT. (REV8-2-12)(FA8-13-12)(1-13) SECTION630(Pages738–742)isdeletedandthefollowingsubstituted: SECTION630 CONDUIT 630-1 Description. Install conduit for traffic control signals and devices, and other electrically powered or operated devices as shown in the plans and Design Standards. 630-2 Materials. Usematerials that have been tested and listed as defined in the National Electrical Code (NEC) for the specific use to meet the following industry standards: Schedule 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/6300000-impl2.pdf?sfvrsn=ad7acfc_4521-423
crash tested to NCHRP Report 350 TL-4 and MASH TL-4 Criteria. CONCRETE AND REINFORCING STEEL : See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/idx/521-423.pdf?sfvrsn=40f8c354_6521-422
railings which have been crash tested to NCHRP Report 350 TL-4 and MASH TL-4 Criteria. CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/idx/521-422.pdf?sfvrsn=c37280f_2521-426
to be equivalent or greater in strength to other single-slope railings which have been crash tested to MASH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/idx/521-426.pdf?sfvrsn=8debd311_6521-423
shape railings which have been crash tested to NCHRP Report 350 TL-4 and MASH TL-4 Criteria. CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/idx/521-423.pdf?sfvrsn=9e48c2b9_2521-422
railings which have been crash tested to NCHRP Report 350 TL-4 and MASH TL-4 Criteria. CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/idx/521-422.pdf?sfvrsn=2ddc449b_6521-428
or greater in strength to other single slope railings which have been crash tested to MASH TL-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/idx/521-428.pdf?sfvrsn=41430e60_2