4643 search results for fla
2020_Annual_Performance_Report
and other health care services, including transportation to dialysis treatment centers in Flagler, for unexpected trips or occasional trips to other VA hospitals. Flagler Flagler Co BOCC $366,568.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/2020_annual_performance_report.pdf?sfvrsn=d9b65d5_2Design Standards 2000
-Type Sand-Cement Endwalls 270 1 of 1 00270s01.pdf Flared End Section 272 1-6 of 6 00272s1-6of6.pdf
https://www.fdot.gov/roadway/ds/00/stds.shtmDesign Standards 2002
Endwalls - Single Round Pipe 268 1 of 1 268.pdf U-Type Sand-Cement Endwalls 270 1 of 1 270.pdf Flared End
https://www.fdot.gov/roadway/ds/02/stds.shtmDesign Standards 2004
- Single Round Pipe 268 1 of 1 268.pdf U-Type Sand-Cement Endwalls 270 1 of 1 270.pdf Flared End
https://www.fdot.gov/roadway/ds/04/stds.shtmDesign Standards eBook FY2012-2013
Endwalls 270 1 Flared End Section 272 6 Cross Drain Mitered End Section 273
https://www.fdot.gov/roadway/ds/12/stds.shtmDesign Standards eBook 2013
270 1 Flared End Section 272 6 Cross Drain Mitered End Section 273 7 Side
https://www.fdot.gov/roadway/ds/13/stds.shtmDesign Standards eBook 2014
- Single Round Pipe 268 U-Type Sand-Cement Endwalls 270 Flared End Section 272
https://www.fdot.gov/roadway/ds/14/stds.shtm20240618_210428-6_SR55_34050
, SPALLING SPALLING, RAVELING BASE CHECK BASE CHECK BRIDGE LEAVE - FLAT BRANCH (340068, L122 L50 L56 L139 L133 REMARKS: 0.8 Concrete 1.5 Bridge Approach 21.312 L2 340941 FLAT BRANCH, 20.025 L1 340039 WACCASASSA 0.9 Concrete 1.7 Bridge Approach 21.295 L1 340941 FLAT BRANCH 0.7 0.8 Concrete 1.5 Bridge Leave 21.316 R2 340068 FLAT BRANCH 0.8 0.9 1.3 Concrete 2.1 Bridge Approach 21.324 R1 340068 FLAT BRANCH 0.8 1.3 Concrete 2.1 Bridge Leave 20.052 R2 340066 WACCASASSA 0.8 T H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20240618_210428-6_sr55_34050.pdf?sfvrsn=36032e2c_1SP4550100DTwoTP
for reducing friction and corrosion, inside a constant-diameter pipe that rests on a flat plate attached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0SP4550100DTwTP
friction and corrosion, inside a constant-diameter pipe that rests on a flat plate attached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4550100dtwtp.pdf?sfvrsn=92739f08_044893815201-ESTIMATES-QUANTITIES
NO . 25 RRR FROM STITT RANCH TO WEST OF FLAGHOLE ROAD The estimated quantities contained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities.pdf?sfvrsn=e8c5fa55_144893815201-ESTIMATES-QUANTITIES (1)
Description: STATE ROAD NO . 25 RRR FROM STITT RANCH TO WEST OF FLAGHOLE ROAD The estimated quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities-(1).pdf?sfvrsn=6a0bcd8_1400-289
INDEX CONCRETE BOX CULVERT DETAILS 11/01/23 6 8 400-289 2'-0" STRAIGHT WINGWALL FLARED, FLARED WINGWALL A A Culvert Extension Sufficient to Construct Remove Portions of Wingwalls Culvert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-289.pdf?sfvrsn=46ad7de5_1400-289
BOX CULVERT DETAILS 11/01/23 6 8 400-289 2'-0" STRAIGHT WINGWALL FLARED WINGWALL A A Culvert, Culvert Extension Box Culvert Culvert Box Existing STRAIGHT WINGWALL FLARED WINGWALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-289.pdf?sfvrsn=9682accf_14550201-724CommResp
size, means and methods, etc. Response: The DTEs need to review the PIPs for fatal flaws and clear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4550201-724commresp.pdf?sfvrsn=1dbeeef0_16590000-722FHWA
finish free from cracks, blow-holes, shrinks, excessive material, and other flaws. 659-2.4 2 Mast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/6590000-722fhwa.pdf?sfvrsn=3eebe23d_26590000-722origind
, excessive material, and other flaws. 659-2.4 2 Mast Arm Mounting Assemblies: Mast arm mounting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/6590000-722origind.pdf?sfvrsn=eee3f4f8_26590000.origind
cracks, blow-holes, shrinks, excessive material, and other flaws. 659-2.4 Mast Arm Mounting Assemblies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/6590000.origind.pdf?sfvrsn=da6cc6b6_06590000.origind
a smooth finish free from cracks, blow-holes, shrinks, excessive material, and other detrimental flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6590000.origind.pdf?sfvrsn=f3960b9f_0CM-659-01 Mast Arm Span Wire and Pole Mounting Assembly
flaws. FORMDROPDOWN Provide product literature, specifications, user manual, or similar information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-659-01-mast-arm-span-wire-and-pole-mounting-assembly.docx?sfvrsn=9d77e183_1