4643 search results for fla
SS5610000
and upper explosive limits, flash point, boiling point, amount of volatile organic compounds by weight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5610000.pdf?sfvrsn=c43fcaa8_0SS5610000
and upper explosive limits, flash point, boiling point, amount of volatile organic compounds by weight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5610000.pdf?sfvrsn=739e295e_09160000.FHWA
Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-06 (2010) Cleveland, 20% Particle Charge Test (c) positive Test on Residue: (d) Flash Point COC minimum 410ºF, % (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-06 (2010) Cleveland Open Cup Minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9160000.fhwa.pdf?sfvrsn=6c6552fc_0DEV712-971IMP (12-17-20)
D4060 (5) 350 mg Flash Point ASTM D92 500°F 1.72-hour freeze cycle at 15 degrees F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev712-971imp-(12-17-20).pdf?sfvrsn=55dadf83_1PublicHearing_DISTRICTWIDE_Summary
- I-95 FLAGLER WEIGH STATION- RESURFACING Type of Work: MCCO WEIGH STATION STATIC/WIM Phase, for Project 427958-1 $4,200,000 429078-2 - ASSET MAINTENANCE - FLAGLER & VOLUSIA COUNTY Type of Work, 449487-1 - VOLUSIA & FLAGLER ASSET MAINTENANCE CONTRACT Type of Work: ROUTINE MAINTENANCE Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_districtwide_summaryde6fb613-80d3-44f3-b716-9a8762c75fc4.pdf?sfvrsn=881b7702_2PublicHearing_DISTRICTWIDE_Summary_2027_2031
for Project 442930-1 $2,000,000 $1,500,000 $2,000,000 $2,000,000 $2,000,000 447849-1 - I-95 FLAGLER, $2,150,000 $1,350,000 429078-2 - ASSET MAINTENANCE - FLAGLER & VOLUSIA COUNTY Type of Work, for Project 449486-2 $3,646,404 $3,646,404 $1,215,468 449487-1 - VOLUSIA & FLAGLER ASSET MAINTENANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_districtwide_summary_2027_2031.pdf?sfvrsn=b0c138c6_1D5-02-03-2026BSN_30 DAY
(*) VOLUSIA 17 E55D7 42795717272(*) LAKE 18 E59D2-R0 42795817234(*) FLAGLER, LAKE, SEMINOLE , V, Order: 007 Proposal: E59D2-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name, Counties: Lake, Seminole, Volusia and Flagler Counties Contract Calendar Days: 365
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/d5-02-03-2026bsn_30-day.pdf?sfvrsn=4014b8d_14620000.origind
for flat ducts to prevent movement, displacement, or damage from concrete placement and consolidation, inches to 1-1/2 inches away from the anchoring deviceage. (b)2. Flame cutting of PT steel, pumping pressure of 145 psi at grout inlet for round ducts and 75 psi for flat ducts. (f)6. Use grout
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4620000.origind.pdf?sfvrsn=3e50aa00_04620000-723origind
inches for round plastic ducts, and 12 inches for flat ducts to prevent movement, displacement, inches away from the anchorage. 2. Flame cutting of PT steel is not permitted. 3.Do not cut tendon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/4620000-723origind.pdf?sfvrsn=eb21c29e_14620000-723impl
for round plastic ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage from, to 1-1/2 inches away from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4620000-723impl.pdf?sfvrsn=c30e5c44_1000-510
Difference In Shoulder Width Round 0.02 Nor Steeper Than 0.06 Shoulder Slope Not Flatter Than HIGH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/000-510.pdf?sfvrsn=a88f4d99_1Chapter1
area. Swell characteristically exhibits a more regular and longer period and has flatter crests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter1.pdf?sfvrsn=8cea0ba6_5000-510
Difference In Shoulder Width Round 0.02 Nor Steeper Than 0.06 Shoulder Slope Not Flatter Than HIGH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/000-510.pdf?sfvrsn=616aefc4_2550-013IndReviewPkg
Steel - 9 gage (coated wire diameter), Class 2 Coating Connections Flat Washers for Pipe Clamp, Flat Washers for Pipe Clamp Connections Hex Nuts for Pipe Clamp railing type (See Detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/550-013indreviewpkg.pdf?sfvrsn=bc3deac8_1550-013FHWAReviewPkg
Steel - 9 gage (coated wire diameter), Class 2 Coating Connections Flat Washers for Pipe Clamp, Flat Washers for Pipe Clamp Connections Hex Nuts for Pipe Clamp railing type (See Detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/550-013fhwareviewpkg.pdf?sfvrsn=b5eb24ea_1550-013FHWAApproved
Steel - 9 gage (coated wire diameter), Class 2 Coating Connections Flat Washers for Pipe Clamp, Flat Washers for Pipe Clamp Connections Hex Nuts for Pipe Clamp railing type (See Detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/550-013fhwaapproved.pdf?sfvrsn=700278de_1649-010
" Min. 4 1 2xBC' " Plate Washers 8 3 Base Plate Opening Anchor Nut 0.6 x 'J' Center to Flat, Of Pole Pole Cap Plate " Thick 16 3 4 1 " Ø Min. Bolt 8 3 Flat Washer Lifting Bar Nut Pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/649-010.pdf?sfvrsn=16fb9451_15150100-724FHWA
to match the foundation contours. Beveled shim plates may be used in lieu of trimmed flat shim plates, in lieu of trimmed flat shim plates. If shims greater than 1/2 inch total thickness are required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5150100-724fhwa.pdf?sfvrsn=cbd427c3_16490700-724FHWA
of the retaineranchor nuts, mark the reference position of each snug-tight retainer nut on one flat, of the anchor nuts, mark the reference position of each snug-tight retainer nut on one flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6490700-724fhwa.pdf?sfvrsn=d8457f74_19970000-122impl
Sensor Size Technical Data Sheet 6 ft. to 8 ft. Flat Element 0.26 in. wide x 0.063 in. thick, Core Technical Data Sheet 16-gauge, flat braided, silver plated copper wire Piezoelectric Material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9970000-122impl.pdf?sfvrsn=a6e4f79b_2