9204 search results for test
SPI-544-001
for Index 536-001 (Guardrail). C. Test Level: Select the crash cushion’s crash-test level based, . *Crash Test Level (TL-2 or TL-3, included with Pay Item name) 4. *Barrier Width (Inches) 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-544-001.pdf?sfvrsn=bfe48482_120250930_452846-1_SR 70_13120
NONE PAVED Beg MP: To: From: TEST LAB, INC. Coring Completion Date: End MP:Length: N CORE, : To: From: TEST LAB, INC. Coring Completion Date: End MP:Length: N CORE NO. MILE POST 2 LANE, . Proj. ID: W.P.I. No.: 70 Name:2 Lane Urban Major Collector NONE PAVED Beg MP: To: From: TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250930_452846-1_sr-70_13120.pdf?sfvrsn=9d6a15_1FY2027 Highway Safety Matrix Description and Definitions - 12.30.25
alcohol use “suspected” or (2) refused to test for alcohol or (3) has a blood alcohol content result greater than zero, or (4) drug use “suspected” or (5) refused to test for drugs or (6) has a drug test result of “positive.” All the fatalities and serious injuries in the crash are counted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/fy2027-highway-safety-matrix-description-and-definitions---12-30-25.pdf?sfvrsn=6c4a7df5_120241207_447919-1_SR 687_15090000
DATA Cored By: TEST LAB, INC Coring Completion Date: 12/7/2024 Typical Section: 1 W.P.I. No.:Name:SR, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC Coring, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC Coring Completion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20241207_447919-1_sr-687_15090000.pdf?sfvrsn=fe2bf303_120251016_451010-1_SR 45_17020000
: TEST LAB, INC.Coring Completion Date: End MP:Length: Y CORE NO. MILE POST 2 LANE TYPE LANE, None None Beg MP: To: From: TEST LAB, INC.Coring Completion Date, : To: From: TEST LAB, INC.Coring Completion Date:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20251016_451010-1_sr-45_17020000.pdf?sfvrsn=25f4060_120251016_451010-1_SR 45_17020000
: TEST LAB, INC.Coring Completion Date: End MP:Length: Y CORE NO. MILE POST 2 LANE TYPE LANE, None None Beg MP: To: From: TEST LAB, INC.Coring Completion Date, : To: From: TEST LAB, INC.Coring Completion Date:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20251016_451010-1_sr-45_17020000f5efa346-ce4e-43ec-920b-39fbe045c78d.pdf?sfvrsn=81c78ae1_1235-consultantevaluation3fa4fcfc647a4626a462e988c65463c1
. COMPLIANCE WITH DBE COMMITMENTS AND DBE PAYMENTS Compliance with these commitments is one of the test, Management Evaluation for non-CEI contracts. For CEI Evaluations, the DBE test is included in Section, ) commitment for this project”. For non-CEI contracts, the DBE test is included in the Consultant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/pmg/235-consultantevaluation3fa4fcfc647a4626a462e988c65463c1.pdf?sfvrsn=d0d2d914_11020100.origind
test reports showing that their product meets all test requirements set forth by NCHRP 350, must have an FHWA eligibility letter and be successfully crash tested in accordance with MASH TL-3, . Perform the test in the presence of the Engineer. 102-9.17 Truck Mounted Attenuators and Trailer, if they have been successfully crash tested in accordance with MASH TL-3 criteria. A gate arm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1020100.origind.pdf?sfvrsn=c73f1365_01020100.impl
directives. Manufacturers seeking evaluation must submit certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH. Manufacturers seeking, tested in accordance with MASH TL-3 criteria. All trailer mounted barriers must be equipped with an APL, the test in the presence of the Engineer. 102-9.17 Truck Mounted Attenuators and Trailer Mounted, on the centerline if they have been successfully crash tested in accordance with MASH TL-3 criteria. A gate arm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/1020100.impl.pdf?sfvrsn=e7f4a52a_01-15WorkbookFINAL-12-2-14
Workbook…..15 12/2/2014 4:27 PM PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV, ) Changes to 455-1 through 455- 12. SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. . STRUCTURES FOUNDATIONS. (REV 6-26-12) (1-15) Changes to 455-1 through 455- 12. SP4550100DTwoT P Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles INTEGRAL PILE JACKETS. (REV 11-16-11) (FA 12-8-11) (1-15) Changes to: 457. SP4570000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/1-15workbookfinal-12-2-14.pdf?sfvrsn=1156eb7e_41-15WorkbookFINAL
Workbook…..15 9/17/2014 1:45 PM PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV, ) Changes to 455-1 through 455- 12. SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. . STRUCTURES FOUNDATIONS. (REV 6-26-12) (1-15) Changes to 455-1 through 455- 12. SP4550100DTwoT P Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles INTEGRAL PILE JACKETS. (REV 11-16-11) (FA 12-8-11) (1-15) Changes to: 457. SP4570000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/1-15workbookfinal.pdf?sfvrsn=b7c8b371_2E1G60-416119-1-Manatee-ATMS-HUB2-SignalEquipDamage
network was complete, OTDR tested and ready for the ATMS sub-system testing phase to commence, replacement rom the three vendors. This will impact system testing and project acceptance. Impacts, the subsystem or system testing, until after the repairs have been completed. Also, project training, , reintegrated. Then and only then can HSD proceed with the subsystem and system testing which must occur, have control of; namely the stand alone testing, as-builts, punch list, etc. As indicated in our
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2011/e1g60-416119-1-manatee-atms-hub2-signalequipdamage.pdf?sfvrsn=3fb38691_2102-110
of a vandal resistance bolt. testing of welds is not required. At the Contractor's option, a Ƅ, and finish concrete fill using forms or by hand methods to the general testing, evaluation, INSTALLATION NOTES: in accordance with Specification 416. Field testing requirements of Specification, three (3) Stakes on the traffic side of the Barrier Units as testing of welds is not required, compound 180 degree bend test. B. Bars 6D1, 6D2 and 6D3 use steel reinforcing that meets ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-110.pdf?sfvrsn=618668f7_119740107-UAM
poles and riser poles for test or splice purposes. PROCEDURES State of Florida Department, . D. A minimum of two density tests shall be taken for each six (6) inch lift of subgrade and each, for materials used in backfilling shall be obtained by a certified laboratory. Density tests shall, Specifications at the time the permit is issued. All density tests shall be completed and accepted on each layer prior to additional backfilling. A copy of all completed and accepted density tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/utilities/docs/uam/19740107-uam.pdf?sfvrsn=3e721bec_0spi-462-000
) and their presence in tendon mockups is not necessary for tendon filling operations to be tested. Smooth PE, and its associated couplers are only intended to be used with, and tested to withstand, grouting, filling operations to be tested, smooth PE duct is sufficient. The tendon geometries, lengths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-462-000.pdf?sfvrsn=9acc2f5d_6SPI-462-000
to be tested. Smooth PE duct is to be used for mockups of all tendons, including internal tendons, . Corrugated PP duct and its associated couplers are only intended to be used with, and tested, is not necessary for tendon filling operations to be tested, smooth PE duct is sufficient. The tendon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-462-000.pdf?sfvrsn=40b0dc35_21020602.comm
.) Is there still a Vehicular LCD distinction if they have not been crash tested, or can all, Index 660. Response: 2. 102-9.1 sixth paragraph, third sentence: LCD’s have not been crash-tested, the LCD’s serve as a barrier and are crash-tested to protect pedestrians? Case in point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1020602.comm.pdf?sfvrsn=ad76376f_0SPI-462-000
filling operations to be tested. Smooth PE duct is to be used for mockups of all tendons, including, with, and tested to withstand, grouting pressures when located inside hardened concrete. The use of steel pipe is not necessary for tendon filling operations to be tested, smooth PE duct is sufficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-462-000.pdf?sfvrsn=9a45b2d7_1SP7410000
) conduit to the traffic monitoring site cabinet. Mark the sensor te d on-site pre-installation test, Documents. 741-4 Piezoelectric Axle Sensor Test Requirements. Perform the manufacturer’s recommende sensor’s condition. Install only those sensors that pass the pre-installation test. Repeat the te, Remove and replace any sensor which fails the test at no additional cost to the Department, , Place a copy of the final test results, including the date of installation, manufacturer’s nam
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp7410000.pdf?sfvrsn=325cfa0a_04000300.impl
surfaces, test the concrete surface at 30 foot intervals for the presence of curing compound using one, set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance with ASTM C31 and test them in accordance with ASTM C78. When the test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4000300-impl.pdf?sfvrsn=9e13c0f5_4