4070 search results for fla
9160203.impl
for PG 76-22 (ARB)) Flash Point, AASHTO T 48-06 (2015) Cleveland Open Cup Minimum 450ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9160203.impl.pdf?sfvrsn=7c09336a_09710605.impl
·m - Flash Point ASTMD92 475°F - *Thedurometer and panel shall be at 80°F, with a 1000 g load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9710605.impl.pdf?sfvrsn=f368a079_04130302int
D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4130302int.pdf?sfvrsn=7fff52b7_14130302ind
D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4130302ind.pdf?sfvrsn=a19a8a3b_1District 1 DTWP 2026-2030
450671-1 - SR 25 (US 27) AT FLAGPOLE RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/district-1-dtwp-2026-2030.pdf?sfvrsn=f5f9f138_1SIS_CFP_2035-2050_PDC
3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd. I-595 3939, M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH 25,818 2,663 4,301, VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost Feasible Plan FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/programs/mspi/pdf/sis_cfp_2035-2050_pdc.pdf?sfvrsn=907d4836_12024_SISCFP _ April - Final Build - PDC
/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, SR 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/programs/mspi/pdf/2024_siscfp-_-april---final-build---pdc.pdf?sfvrsn=79efe2f4_12024_SISCFP _ April - Final Build - PDC 10.30.24
/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/programs/mspi/pdf/2024_siscfp-_-april---final-build---pdc32f655c3-1add-4b3b-bc81-83ff8b9955ee.pdf?sfvrsn=25af48a8_32024_SISCFP _ April - Final Build - YOE 08.15.25
at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd. I-595 3939 at University Dr, -INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH 25,818 2,663 4,301 0 196, FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost Feasible Plan FY 2034/2035 - FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/programs/mspi/pdf/2024_siscfp-_-april---final-build---yoe7307dcf5-3c1f-4ddf-9c0e-9e34e69f9e50.pdf?sfvrsn=90bdb915_5FMPP_Presentation_05052025
, SCRAP, GAA, DETF and FJGG Federal funding sources include: LAP, FHWA ER, BIP, FLAP, HSIP, RTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025-2-may/fmpp_presentation_05052025.pdf?sfvrsn=ce5e1aba_1fdot-bdv24-977-23-rpt
sequence similarity of the 5’ and 3’ intronic sequence flanking exon 2 region. We found several regions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv24-977-23-rpt.pdf?sfvrsn=507c7b84_1D3-04-10-25BSN
0654- 2- 21 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, END ANCHORAGE ASSEM (REPLACE) (TYPE SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED, ) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 2.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_14600402.FHWA
on the splice plate. Placethe mark on top or bottom flange splice plates, on the right or left end, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down, on the girder flange opposite the mark on the splice plate. Markgirdersandbeams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark diaphragms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_0SS4000100
the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss40001004013e52c172d4ff6a8b87198e5d6e721.pdf?sfvrsn=eabd1ea_0SS4000100
the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_0D005011m.do
With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011m.do.pdf?sfvrsn=f5e2d4e2_0D005011m.do
With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011m.do.pdf?sfvrsn=193ea896_020230913_450946-1_SR A1A_79080
Project No.: Cored By: Date: Page No.: 1 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 5.232 FC-9.5 Type SP ARMI Type I Level Course Type SP Core Length (in) Type Thick-ness (in) Depth (in) Type Class Extent 1 16.683 6.0 L1 0.8 2.8 0.2 1.5 0.2, of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 5.232 FC-9.5, By: Date: Page No.: 3 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20230913_450946-1_sr-a1a_79080.pdf?sfvrsn=6ffe4e73_1