4538 search results for fla
Redlines Exhibit 913-4
" CURB TYPE E 12" SIDEWALK CONCRETE CURB TYPE F NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY, 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY OWNER DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-4.pdf?sfvrsn=6e0c07c8_1Exhibit 913-4
" CURB TYPE E 12" SIDEWALK CONCRETE CURB TYPE F NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY, 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY OWNER DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-4.pdf?sfvrsn=b317d759_1Exhibit 913-4
F 12" AND GUTTER CURB TYPE E 12" SIDEWALK CONCRETE CURB AND GUTTER TYPE F NOT FLATTER, " NATURAL GROUND TRAVEL LANES 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-4.pdf?sfvrsn=c250d5cb_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-3.pdf?sfvrsn=3b7e2281_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-3.pdf?sfvrsn=eb52bd6f_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-3.pdf?sfvrsn=d2058140_1reference-guide-for-state-expenditures
REQUIREMENTS 75 FLAIR and MFMP Transactions 75 Purchasing Card Transactions 76 RECIPIENT/SUB-RECIPIENT, which interchanges payment data with FLAIR daily. Non-Business Day - for a public officer, which is vouchered in favor of a vendor for payment and in FLAIR lists the individual(s) to whom, Florida Accounting Information Resource (FLAIR) voucher schedule as prescribed by the Chief Financial, agencies to administer card maintenance and transaction approval with daily file interchanges to FLAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/reference-guide-for-state-expenditures.pdf?sfvrsn=3a2b828b_144893815201-SummaryPayItemsReport
- MOWING AC 493.680 Proposal: T1906 Description: SR 25 (US 27) FROM STITT RANCH TO FLAGHOLE RD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-summarypayitemsreport.pdf?sfvrsn=f3d04b26_1ET Plus (27) - NCHRP350 TL3 - Drawings
constructed with curb the alignment of the ET-PLUS will be flared over the first 25' at a rate of 1, the option to construct any FDOT approved parallel assembly. Where a flared end anchorage is called
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/et-plus-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=f36172dd_1E6P93-R0
E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 5.000 E536- 12-604, TYPE II (REPL FLARED END SECT) EA 1.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA, HEAD) EA 6.000 E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 1.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 1.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 1.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 4.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p93-r0.pdf?sfvrsn=78fb8608_15710300.impl
having defects, tears, punctures, flaws, deterioration or other damage before, during or after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5710300.impl.pdf?sfvrsn=9fa7b681_0SS9710000
* Shore Durometer, A2 40 75 Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92, ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, not exceed 5.0% at the end of the three year service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion, - Flash Point ASTM D 92 475ºF - *The durometer and panel shall be at 90ºF with a 4.4 lb load applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9710000.pdf?sfvrsn=4a02f398_0SS9710000
Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, D 2240* Shore Durometer, A2 65 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point, service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end, 40 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9710000.pdf?sfvrsn=df264713_0rdb14-18
Information for Traffic Control Through Zones 1 of 13 Added Automated Flagger Assistance Device, Roadside Flashing Beacon Assembly 1 of 7 Changed the Anchor Bolt length to 18”; Changed Note #5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb14-18.pdf?sfvrsn=7c5c7d5a_19950207-122impl
D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal life, ASTM D1525 3. Brittleness Temperature: Below -200 F (-129 C), as per ASTM D746 4. Flammability, (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9950207-122impl.pdf?sfvrsn=6574a4e4_29950207-122impl
D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal life, ASTM D1525 3. Brittleness Temperature: Below -200 F (-129 C), as per ASTM D746 4. Flammability, (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9950207-122impl2f485e6e081648f9a60f386d1599f52f.pdf?sfvrsn=1f5e16b8_2FLEAT MT Inspection Checklist
FLEAT-MT INSPECTION CHECKLIST Page 1 of 2 Inventory ID District County State Road Number Section Sub-Section Roadway ID Mile Post Compliant Guardrail Terminal Element YES NO 1. The rail height is in accordance with the plans (generally 27-3/4" above the edge of the shoulder). 2. The rail at post #1 is placed at a straight single-sided flare offset 2'-0" beginning at post #4. 3. The rail is not attached to the post at post location #3 or post location #1. 4. The rail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-mt-inspection-checklist.pdf?sfvrsn=1d83709a_1FLEAT SP-MGS Inspection Checklist
the FLEAT-SP-MGS are spaced at 6'-3" centers. 12. The FLEAT-SP-MGS is installed with a straight flare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-mgs-inspection-checklist.pdf?sfvrsn=87831098_1FLEAT-SP Inspection Checklist
with a straight flare (offset between 2'-6" & 4'-0") over a 37'-6" terminal length. 13.The two 5/16" x 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-inspection-checklist.pdf?sfvrsn=2a8fef_1MFLEAT Checklist
20 5 MFLEAT Inspection Checklist State: __________________________ Date: _______________________ Project #: _______________________ Location: ___________________________________ The rail height is in accordance with the contract plans. This should be 31" 1" above the edge of the finished grade. There is no radiused rail within the MFLEAT 39'-7" length. All rails are lapped in the proper direction with traffic. The MFLEAT has been placed with a 3'-0" straight flare offset
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/mfleat-checklist.pdf?sfvrsn=a1630856_1