9037 search results for test
3360300.FHWA
for asphalt rubber and AASHTO test procedure T 316 as an approved procedure for determining the viscosity, and the following substituted: 336-5.2 Verification Requirements: The Engineer will test the asphalt rubber, the requirements of Table 336-1, have been made, verified by passing test results, and the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3360300.fhwa.pdf?sfvrsn=6fbe87bb_0SPI-544-001
for Index 536-001 (Guardrail). C. Test Level: Select the crash cushion’s crash-test level based, Station in Index 544-001 2. *Crash Cushion System Width (Narrow or Wide) 3. *Crash Test Level (TL-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-544-001.pdf?sfvrsn=8949b55a_4SDB16-06
is based on test results from FHWA/TTI Report No. 05/9-8132-3 (March, 2005). 5. Add the following, to Structures Design Guidelines Table 4.2.5-1: Traffic Railing (Test Level) Minimum Deck Thickness 1, : Traffic Railing (Test Level) Railing located adjacent to Coping Line Railing located inboard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/sdb16-06.pdf?sfvrsn=e8c09fbb_2E1W90BidTabs
4.000 EA 35,000.00000 140,000.00 0075 0455137 LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS 16.000 EA 5,500.00000 88,000.00 0080 0455137 2 LOAD TEST (DYNAMIC), VERIFICATION TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1w90bidtabs.pdf?sfvrsn=a603c254_1SS3340802
a r d d e v i a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared QU =upperqualityindex USL =upperspecificationlimit (target, of the test values: n x X 2. C a l c u l ate t h e s a mple standard deviation (s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/ss3340802.pdf?sfvrsn=b7dbc552_29700000-122impl
, and certified test reports from an independent laboratory showing that the RPMs meet the requirements, product photo, product data sheet, and certified test reports from an independent laboratory, for types I and II (Table 970- 3). Table 970-3 Type I Type II Property Test Method Min. Max
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9700000-122impl.pdf?sfvrsn=299c4095_23340104.impl
, submit the proposed mix design with supporting test data indicating compliance with all mix design, . The Engineer will consider any marked variations from original test data for a mix design or any, Level C through E mixtures, test 4 inch specimens in accordance with FM 1-T 283. Provide a mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340104.impl.pdf?sfvrsn=1c92847e_04150502.FHWA
lab test data and certification verifying that the plastic spacers meet the requirements specified, on the APL must submit an application in accordance with Section 6 and include certified test reports, an application in accordance with Section 6 and include certified test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4150502.fhwa.pdf?sfvrsn=e1110bf6_03340802.impl
o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared QU =upperqualityindex USL =upperspecificationlimit (target value plus upper, PL =estimated percentage above the LSL (1) C a l c ulate t h e arithmetic mean X of the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3340802.impl.pdf?sfvrsn=b85506fb_020250627_447919-1_SR 687_15090
Cored By: TEST LAB, INC Coring Completion Date: 12/7/2024 Typical Section: 1 W.P.I. No.:Name:SR 687 (US, PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC Coring Completion Date, AND CONDITION DATA Cored By: TEST LAB, INC Coring Completion Date: 12/7/2024 Typical Section: 1 W.P.I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250627_447919-1_sr-687_15090.pdf?sfvrsn=760f9529_1SPI-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_11020100.FHWA
test reports showing that their product meets all test requirements set forth by NCHRP 350, barriers listed on the APL must have an FHWA eligibility letter and be successfully crash tested, signal phase. Perform the test in the presence of the Engineer. 102-9.17 Truck Mounted Attenuators, . AFADs may be placed on the centerline if they have been successfully crash tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/1020100.fhwa.pdf?sfvrsn=d5bc895_01020100.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_0