4643 search results for fla
MATT (31) - MASH TL3 - Manual
to the AASHTO Roadside Design Guide (current edition) for appropriate minimum taper/flare rates for barrier, (A307, Fully Threaded) 3403G 6 Y 5/16” [8 mm] Hex Nut 3245G 2 AA 5/8” [16 mm] Round Flat Washer, Bolt (A307) 113457G 4 GG 1/2" [13 mm] Flat Washer 118009G 8 HH 1/2" [13 mm] Hex Nut 115939G 4 JJ 5/16” [8 mm] Round Flat Washer 3240G 2 MATT™ Post 6 and Splice Hardware Bag – To Include 628314B 1 U, ” [25 mm] Round Flat Washer 4902G 8 EE 5/8” x ¼” Thick [16 mm x 6 mm thick] Flat Washer 118615G 62
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/matt-(31)---mash-tl3---manual.pdf?sfvrsn=b7d36cbc_1DESOTO COUNTY DTWP FY 26-30
17 FROM SW FLANDERS ST TO SW FLETCHER ST Type of Work: DRAINAGE IMPROVEMENTS Phase Fund Code 2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/desoto-county-dtwp-fy-26-30.pdf?sfvrsn=ca2a4e62_1D5-12-02-25BSN
(*) FLAGLER, LAKE, SEMINOLE, VOLUSIA 13 E54D8-R0 41232657264(*) FLAGLER, LAKE, SEMINOLE , VOLUSIA 15, Order: 001 Proposal: E54D0-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name, : Flagler, Lake, Seminole, and Volusia Calender Days: 365 This is a Maintenance Work Document, maintained roadways on an as-need basis in Lake, Seminole, Volusia and Flagler Counties, SRT-350/8) EA 3.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/d5-12-02-25bsn.pdf?sfvrsn=8ff808d1_1drainagedesignguide2024
exhibits a more regular and longer period and has flatter crests than waves within their fetch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/drainagedesignguide2024.pdf?sfvrsn=a5320a94_1drainagedesignguide2024withTransmittal
and has flatter crests than waves within their fetch. SWFWMD Southwest Florida Water Management
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide2024withtransmittal.pdf?sfvrsn=8d5272dd_16540200FHWA
* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 9 5 -6.2 Rectangular Rapid Flashing Beacon, rapid flashing beacon (RRFB) assemblies that meet the requirements of Section 995 and are listed, *......................................... 995-6.2 Rectangular Rapid Flashing Beacon (RRFB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/6540200fhwa.pdf?sfvrsn=3db146d5_1DesigInterBasisOfEstBOEBasics
for errors Note spec type flags (7.2 of BOE) A= A p p r o v a l s Needed/Monitored Item D, of Measurement, and Basis of Payment If a flag does not match the BOE details, please report the error; some flags have not been updated from “D” to “P” Webgate Reports: Project Edit Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/desiginterbasisofestboebasics_c04a82c0-a32b-4ad4-9c86-212d67b88669.pdf?sfvrsn=cbfac4c7_0DesigInterBasisOfEstBOEBasics
for errors Note spec type flags (7.2 of BOE) A= A p p r o v a l s Needed/Monitored Item D, of Measurement, and Basis of Payment If a flag does not match the BOE details, please report the error; some flags have not been updated from “D” to “P” Webgate Reports: Project Edit Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/desiginterbasisofestboebasics.pdf?sfvrsn=676db2c9_2DesigInterBasisOfEstBOEBasics1476298071
for errors Note spec type flags (7.2 of BOE) A= A p p r o v a l s Needed/Monitored Item D, of Measurement, and Basis of Payment If a flag does not match the BOE details, please report the error; some flags have not been updated from “D” to “P” Webgate Reports: Project Edit Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/desiginterbasisofestboebasics1476298071.pdf?sfvrsn=18dacd09_29711004.FHWA
ASTM D7735* Type A Durometer 6555 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash, D7735* Type A Durometer 55 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9711004.fhwa.pdf?sfvrsn=6dff6ee7_0SS1062200redline
increments and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss1062200redline.pdf?sfvrsn=ea4e557f_0drainagemanual2024
or flatter. The minimum ditch bottom elevation is one foot above the estimated seasonal high groundwater, modifications, such as landscaping or providing flat slopes, can eliminate the potential hazard, flanking inlets on one or both sides. Locate the flanking inlets to satisfy spread criteria when the sag, See Index for "Location Reference" 430-020 Flared End Section ≤ 15" Diameter Inside Clear Zone, be flattened to place end section outside clear zone. See Standard Plans, Index 430-021 for detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024.pdf?sfvrsn=8c0bb036_1drainagemanual2025
mowers. Do not use V-bottom ditches unless both front and back slopes are 1:6 or flatter, at locations farther along in the system. If other modifications, such as landscaping or providing flat, ) must have flanking inlets on one or both sides. Locate the flanking inlets to satisfy spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2025.pdf?sfvrsn=8cd9b5d4_8DrainageManual2023
both front and back slopes are 1:6 or flatter. The minimum ditch bottom elevation is one foot above, at locations farther along in the system. If other modifications, such as landscaping or providing flat slopes, have flanking inlets on one or both sides. Locate the flanking inlets to satisfy spread criteria when, - 30" to 72" Pipe Outside Clear Zone See Index for "Location Reference" 430-020 Flared End Section, transitions when the roadway slope must be flattened to place end section outside clear zone. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2023.pdf?sfvrsn=3d89a048_7drainagemanual2024withRevisions
are 1:6 or flatter. The minimum ditch bottom elevation is one foot above the estimated seasonal, in the system. If other modifications, such as landscaping or providing flat slopes, can eliminate, ) must have flanking inlets on one or both sides. Locate the flanking inlets to satisfy spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024withrevisions.pdf?sfvrsn=90938a97_1drainagemanual2026
ditches unless both front and back slopes are 1:6 or flatter. The minimum ditch bottom elevation, , such as landscaping or providing flat slopes, can eliminate the potential hazard and thus the need, system (i.e., barrier wall, bridge abutment, cut sections) must have flanking inlets on one or both sides. Locate the flanking inlets to satisfy spread criteria when the sag inlet is blocked. Consider
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2026.pdf?sfvrsn=714821c7_1SS4500000
forms designed to be removed without damaging the top flange of the beam. Remove the forms horizontally away from the beam by a method that prevents any contact of the form with the top flange after release of the form. Do not subject the top flange to any vertical force at any time. Include, such that the top of the concrete is slightly below the bottom of the flange. 450-10.3.2.2 AASHTO Type III, of the concrete is just above the top of the bottom flange. In voided units, end the first layer slightly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4500000.pdf?sfvrsn=54391946_09710104-724FHWA
A Durometer 40 75 Impact Resistance AASHTO T 250STM D256, Method A 1.0 N·m - Flash Point AASHTO T 250STM, , Method AAASHTO T 250 1.0 N·m - Flash Point AASHTO T 250STM D92 475ºF - *The durometer and panel, flattening of the profile or raised portions of the line. The flattening of the profile or raised, - Flash Point AASHTO T 250STM D92 475°F - *The durometer and panel shall be at 115°F, with a 1,000 g, Resistance ASTM D7735* Type A Durometer 40 75 Impact Resistance AASHTO T 250, 1.0 N·m - Flash Point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9710104-724fhwa.pdf?sfvrsn=325bcae7_1D9020000.do
shall be reasonably free of lumps of clay, soft or flaky particles, salt, alkali, organic matter, loam
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9020000.do.pdf?sfvrsn=76b07e2_06500000.origind
, ASTM D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal, ASTM D746 4. Flammability: Self-extinguishing, as per ASTM D635 5. Tensile Strength, yield: 8500 PSI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/6500000.origind.pdf?sfvrsn=47894e22_0