9038 search results for f
521-002FHWAReviewPkg
11/01/17 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes Similar, BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes, are schematic only, showing example layouts for Pier Protection Barrier (PPB) footings and D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-002fhwareviewpkg.pdf?sfvrsn=81318de3_1521-660FHWAReviewPkg
g B i c y c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top, Notes 4 & 5) Anchor Bolts (See 1'-1ƀ" Ø bolt hole circle (3'-6") 4'-2" B a r s 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3 PER LIGHT POLE PEDESTAL, (The Reinforcing Steel quantity shown in parenthesis is for a Pedestal Bars 4F6 9 ƀ " B a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout Additional Nut for e. All bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660fhwareviewpkg.pdf?sfvrsn=3df5f8d0_1521-660FHWAReviewPkg2
r b R a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i, a r s 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3, " B a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout, r a f f i c o r 12~5G @ 6" (Top & Bottom) " 2 1 1 " 1 6 7 6 See Detail, '-6") 4'-2" B a r s 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660fhwareviewpkg2.pdf?sfvrsn=ab388239_1521-002FHWAApproved
11/01/17 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes Similar, BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes, V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-002fhwaapproved.pdf?sfvrsn=41196630_1455-124FHWAReviewPkg
-D SECTION E-E SECTION F-F SECTION A-A ELEVATION A A � Pile � Pile � Pile � Pile � Pile, -E SECTION F-F SECTION A-A ELEVATION A A � Pile � Pile � Pile � Pile � Pile � Pile SS, R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-124fhwareviewpkg.pdf?sfvrsn=f15cc21f_1425-020
and Reinforcing Details 7. Use only round concrete support posts. gutter Type E and Type F. 6, Cover (Typ.) 2'-0" Manhole Cover (Typ.) S a m e f o r 4 ' - 0 " D i a . S a m e f, TRANSVERSE DIMENSIONAL DETAILS TRANSVERSE REINFORCING DETAILS INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION WITH TYPE E CURB AND GUTTER INLET SECTION WITH TYPE F CURB AND GUTTER INLET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-020.pdf?sfvrsn=52b5bd79_1515-052
bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners: coated, Of Landing cheekwall Bottom of (Typ.) R 6" 6 ' - 0 " M a x . f o r o n e r u n o f, Permitted ƀ" (±Ɓ") ~ Expansion Joint Ɓ" (±Ɓ") ~ Field Splice Joint Set Screws * (Typ.) Posts F F, Side Shown) INTERMEDIATE OR BOTTOM RAIL - VIEW F-F Ɓ Hole ƀ" Ø Venting (Typ.) ƀ" Ø Venting, Wires Tension Bars F 626 F 626 F 626 F 668 A 491 A 392 COMPONENT COMPONENT INFORMATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-052.pdf?sfvrsn=760dec08_1700-011
F o u n d a t i o n D e p t h Class II Concrete 1 " 1" 2" 3 " " Bolt Hole 16, t h " 16 11 � Base Bolt (See Table Sheet 1) Base Plate Thickness F i n i s h e d G, AND FOUNDATION DETAIL D i r e c t i o n o f T r a f f i c BOLT KEEPER PLATE DETAIL 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-011.pdf?sfvrsn=b788e6fd_1455-124FHWAApproved
-D SECTION E-E SECTION F-F SECTION A-A ELEVATION A A � Pile � Pile � Pile � Pile � Pile, -E SECTION F-F SECTION A-A ELEVATION A A � Pile � Pile � Pile � Pile � Pile � Pile SS, A P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-124fhwaapproved.pdf?sfvrsn=54fda3ac_120240618_448443-1_SR-60_88060
.50 1.10 1.50 4.80 9.20 5.0 1.50 A IB L F O 2.90 BROWN SAND 3 30.387 Y R3 Y .90 .60 1.00 1.10 .80 4.00 8.40 4.0 15.0 1.50 A IB L F I 3.40 SG:BROWN SAND W/SHELL 4 30.780 Y R2 Y 1.50 1.10 1.30 .90 1.10, 8.60 3.0 12.0 .30 A IB L F I 5.20 SG:BROWN SAND W/FEW LR 6 31.182 Y TL Y .90 .90 1.00 1.20 1.20 3.20, 9.0 1.50 A IB L F I 3.60 SG:BROWN SAND W/FEW LR 11 29.713 Y R1 Y .50 .90 1.30 1.70 1.10 1.70 7.20 6.0, 12.0 1.30 A IB L F I 3.60 SG:BROWN SAND W/FEW LR .000 10/15/24 FLORIDA DEPARTMENT OF TRANSPORTATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/88/20240618_448443-1_sr-60_88060.pdf?sfvrsn=736ad84_2700-011
Stub F o u n d a t i o n D e p t h Class II Concrete 1 " 1" 2" 3 " " Bolt Hole, n g t h " 16 11 � Base Bolt (See Table Sheet 1) Base Plate Thickness F i n i s h e, Sheet 1) BASE AND FOUNDATION DETAIL D i r e c t i o n o f T r a f f i c BOLT KEEPER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-011.pdf?sfvrsn=39ff7d26_4SPI-400-510
- 20 F 150 DL=290+1.75(150-LL) 0 - 5 1.0 110 120 DL=139+1.75(120-LL) 0 - 30 G 145 DL=230+1.75, Reaction = 109 kips Coefficient of Thermal Expansion = 0.000006/°F Thermal Gradient = 70°F Creep and Shrinkage at the Bottom of Beam (from day 120 to day 240) = 0.28" Shear Deflection = (0.000006/°F x 0.65 x 70°F x 99.67'/2 x 12"/') + 0.280"/2 = 0.30" Beam Grade = 2.0% Bearing Pad Skew Angle = 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-510.pdf?sfvrsn=674d6c43_1450875 Technical POP Memo
are 11 ft wide with Type F curb and gutter. There is sidewalk adjacent to the curb on both sides, . The travel lanes are 11-12 ft with Type F curb and gutter. Sidewalk on both sides. o Typical 3 - MP, in the median. The travel lanes are 11-12 ft wide with Type F curb and gutter. There is a sidewalk, with a 16-20 ft raised median and type E curb and gutter. The travel lanes are 12 ft wide with Type F, 32.824: 4 lane divided section with a 16-20 ft raised median and Type F curb and gutter. The travel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/450875-technical-pop-memo.pdf?sfvrsn=60cfbd1b_1FE QUALIFICATION REPORT AND CHECKLIST CLEAN 2025
CHECKED REFERENCES P F N/A REMARKS (A)Contract Administration (1)Contract Documents, Contract, Specifications Specification 9-1 Basis of Estimates Manual ☐ ☐ ☐ FORMTEXT (f)All Final, in cross-sections detected and was the contractor notified? ☐ ☐ ☐ FORMTEXT (f)If paying by truck, ? Specifications ☐ ☐ ☐ FORMTEXT (f)Roadway As-Built Pavement data submitted appropriately (QCRR, ☐ ☐ ☐ (f)Have other applicable adjustments to unit price been made per the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/fe-qualification-report-and-checklist-clean-2025.docx?sfvrsn=bd4a695a_120250116_207970-3_SR18_28040
1 of 2 Mainline F C 1 2 . 5 T - 2 S P 1 2 . 5 T - 1 T - 2 T - 1 D e p t h ( i n . ) T y p e C l a s s E x t e n t 1 0.075 R1O 1.21.2 0.8 3.2, Mainline F C 1 2 . 5 S P 1 2 . 5 T - 1 T - 2 S T D e p t h ( i n . ) T y p, 295.534 L1 O 1.4 0.6 2.0 LR=11" 2.0B II M P 235.657 L1 O 1.3 0.7 2.0 LR 2.0B II L F 245.500 OR N 1.8 1.8 LR F 255.657 OLN 1.9 1.9 LR=9.4" G 263.554RTON 0.6 1.3 0.4 2.3 SSG F Pavement Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20250116_207970-3_sr18_28040.pdf?sfvrsn=2a9fd21f_120241007_454461-1_CR 39_02500
D I T I O N COMMENTS 1 0.030 ML R1 N 2.1 2.9 5.0 6.5 12.0 F PAVEMENT CHANGE, OFF SYSTEM 2, A IB S P BASE CRACK, ALLIGATOR, OFF SYSTEM 10 3.264 ML R1 N 0.6 2.0 2.6 6.5 12.0 F OFF SYSTEM 11 3.647 ML R1 Y 1.1 1.5 2.6 6.0 12.0 2.6 C IB S F BASE CRACK, OFF SYSTEM 12 3.871 ML R1 N 0.8 1.7 2.5, 1.5 2.2 3.7 15.0 12.0 F PAVEMENT CHANGE, OFF SYSTEM AVERAGE 0.99 1.80 2.20 1.83 2.89 7.62 12.00, Pavement Condition G - Good F - Fair P - Poor Crack Type L1 - 1st Lane Left of Centerline OL/IL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20241007_454461-1_cr-39_02500.pdf?sfvrsn=76b3ea2c_1Asphalt-Asphalt Acceptance - Musselman
= Ve r i f i cation Te chnician = FDOT • IV = Independent Ve r i f i cation = FDOT District Materials, QC VT RT Florida Department of Transportation Florida Department of Transportation Ve r i f i, Ve r i f i cation Te sting Sublot 1 Sublot 2 Sublot 3 Sublot 4 LOT = 4 0 0 0 To n s QC tests one, • Uses Master Production Range – Go/No go Independent Ve r i f i cation Te sting Florida
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Structural Steel A709 36 1 15 at 70°F 25 at 70°F 50 50W 50S 15 at 70°F (≤ 2.0”t) 20 at 70°F (> 2.0”t) 25 at 70°F (≤ 2.0”t) 30 at 70°F (> 2.0”t) 50CR 15 at 70°F 25 at 70°oF HPS 50W 20 at 10°F (≤ 2.0”t) 25 at 50°F (> 2.0”t) 30 at 10°F (≤ 2.0”t) 35 at 50°F (> 2.0”t) HPS 70W 25 at -10°F 35 at -10°F Structural Steel Tubing A500 B, C, D 15 at 70°F 25 at 70°F A501 A, B A847, must drop 15°F for each 10 ksi above grade. 962-3 Steel Castings. Provide carbon steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9620100-724origind.pdf?sfvrsn=b4efa3c9_19320000-723impl
after 3 hours at 77°F. The material shall be capable of a uniform application consistency suitable, Limits Pour Point At least 20°F lower than the safe heating temperature as stated by the manufacturer. Cone-Penetration, Non- immersed at 77°F, 150 g, 5 s Less than or equal to 90 mm Flow at 140°F, 5 h Less than or equal to 5.0 mm Bond, Non-immersed, 0°F for 5 cycles* No cracking, . Cone-Penetration, Non- immersed at 77°F, 150 g, 5 s Less than or equal to 90 mm Flow at 140°F, 5 h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9320000-723impl.pdf?sfvrsn=1c964522_29320300-122FHWA
Short-Term Moisture Absorption ASTM D570, Procedure 7.1; 24 hours immersion at 122°F ≤0.25% 5 m Long-Term Moisture Absorption ASTM D570, Procedure 7.4; immersion to full saturation at 122°F, D3418 (DSC; Tmg) ≥230°F ≥212°F 3 m Total Enthalpy of Polymerization (Resin) ASTM E2160, Absorption – Bent Portion b ASTM D570, Procedure 7.1; 24 hours immersion at 122°F ≤0.25% 5, saturation at 122°F ≤1.0% 5 m Glass Transition Temperature – Bent Portion b ASTM E1356 (DSC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9320300-122fhwa.pdf?sfvrsn=8e9981f5_2