9038 search results for f

0070800.FHWA

: OfficeofDesign, Specifications Section 007 Proposed S p e c i f i c a t i o n : 0 0 7 0 8 0 0 L e g, call me at 414-4140. Sincerely, S i g n a t u r e o n f i l e V . Y . “ T r e y ” T i l l a n d e r , I I I , P . E . Manager, S t a t e S p e c i f i c a t i o n s a n d E s t i mates O f f i c e

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0070800.fhwa.pdf?sfvrsn=a95b095f_0

9320000-723origind

sufficiently to not flow from the joint or be picked up by vehicle tires after 3 hours at 77°F, 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, separation, , Non- immersed at 77°F, 150 g, 5 s Less than or equal to 90 mm Flow at 140°F, 5 h Less than

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9320000-723origind.pdf?sfvrsn=2a326e86_1

700_050_21 Contractors Affidavit and Surety Consent

well known or who has produced as identification, (Type o f I d e n t i f i c a t i o n ) who being, f , ; and that the Affiant based on his/her personal knowledge says that: 1. Said contract has, affixed, all on this d a y o f , . SURETY COMPANY (AFFIX SEAL) BY: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ItsPresidentorChief Executive Officer Its A t t o r n e y - I n - F a c t

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/construction/700_050_21-contractors-affidavit-and-surety-consent.pdf?sfvrsn=1bbc382c_1

section6.2-032615

and other Contract Documents. 6.2.5 GENERAL I N F O R M A T ION T h e P l a n ts are responsible, (Specifications) and other Contract Documents. 6.2.6 PLANT Q U A L I F ICATION P R O C E S S 6 . 2 . 6 . 1 G, i n a c c o r d a n c e w i t h S p e c i f i c a t i o n s S e c t i o n 1 0 5 a n d Materials Manual Section 5.6. 6.2.6.2 Review o f P l a n t ’ s P r o p o s e d Q u a l i t y Control Plan, i f i c a t i o n R e v i e w The Department will perform the initial qualification review

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section6-2-032615.pdf?sfvrsn=9a0fc838_1

102-600RL

INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES 11/01/21 E d g e o f T r a v e l w a y, ROAD URBAN F a c e o f C u r b Bottom of Sign Bottom of Sign WORK ZONE SIGN SUPPORTS, details. FOUNDATION DETAIL E d g e o f T r a v e l w a y 3 POST SIGN SUPPORT, x 7 0 0 - 1 0 2 f o r W = 72": a = 2' - 1" (± 1") " (± 1") 2 1 W = 48": a = 1' - 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/errata/102-600rl.pdf?sfvrsn=e9723fb7_1

700-020IntReviewPkg

GENERAL NOTES: F. Concrete: Class II. c. Galvanized Washers: ASTM F436 b. Galvanized Nuts: ASTM, Head and Button Head Bolts: ASTM F 468, Alloy 2024-T4 C. Aluminum Bolts, Nuts and Washers: c. Shims, .) (See Sheet 3) Fuse & Hinge Plate 15%W 35%W 35%W 15%W GENERAL NOTES: F. Concrete: Class II. c, , Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F 468, Alloy, CENTER Two Column Three Column D R A F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020intreviewpkg.pdf?sfvrsn=aae7647_1

20240430_450637-1_SR 500 (US 27-441)_36220

Thick- ness (in.) Depth (in.) Type Class Extent 1 0.644 2.5 OR 0.6 0.9 1.0 2.5 LR 9.0 F 2 1.950, 6.5 RAP 4.4 F No base 4 1.958 9.5 R2 X 0.6 1.5 1.9 1.3 5.3 LR - - P Ravelling 5 2.412 2.0 R2 X, 11.1 P Tire gouging 7 4.697 4.5 RRTL 0.9 3.4 4.3 LR 16.9 F NB Right TL to HCA Florida Emergency, 4.2 LR 9.8 F Tire gouging 11 6.056 2.5 R2 X 0.6 1.1 1.2 1.4 4.3 LR - - 1.6 BR II M P 12 6.152 3.5, Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20240430_450637-1_sr-500-(us-27-441)_36220.pdf?sfvrsn=38e034be_1

9620100int

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 Round, Square, Rectangle, Special Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9620100int.pdf?sfvrsn=9eaaa6f4_1

700-020IndReviewPkg

GENERAL NOTES: F. Concrete: Class II. c. Galvanized Washers: ASTM F436 b. Galvanized Nuts: ASTM, Head and Button Head Bolts: ASTM F 468, Alloy 2024-T4 C. Aluminum Bolts, Nuts and Washers: c. Shims, ' - 0 " (Typ.) (See Sheet 3) Fuse & Hinge Plate 15%W 35%W 35%W 15%W GENERAL NOTES: F. Concrete, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F, STATE OF FLORIDA WELCOME CENTER Two Column Three Column D R A F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020indreviewpkg.pdf?sfvrsn=bd0f051c_1

9620100ind

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 Round, Square, Rectangle, Special Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9620100ind.pdf?sfvrsn=fad2d90e_1

700-020FHWAReviewPkg

GENERAL NOTES: F. Concrete: Class II. c. Galvanized Washers: ASTM F436 b. Galvanized Nuts: ASTM, Head and Button Head Bolts: ASTM F 468, Alloy 2024-T4 C. Aluminum Bolts, Nuts and Washers: c. Shims, ' - 0 " (Typ.) (See Sheet 3) Fuse & Hinge Plate 15%W 35%W 35%W 15%W GENERAL NOTES: F. Concrete, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F, STATE OF FLORIDA WELCOME CENTER Two Column Three Column D R A F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020fhwareviewpkg.pdf?sfvrsn=b76202cf_1

MSE-Walls-Ex-1-Perm

Traffic Railing With Junction Slab (32" F-Shape) Retaining Wall System, Permanent, Excluding Barrier Concrete Traffic Railing With Junction Slab (32" F-Shape) Retaining Wall System, Permanent, Ground Line Existing Ground Line Existing Buried Telephone (32" F-Shape) Top of Traffic Railing, @ 24" RCP @ Sta. 15+50 (32" F-Shape) Top of Traffic Railing End Bent Corner" Sheet BW-X See, - WALLS 2A AND 2B o f W a l l 2 B E x t e r i o r F a c e Coping Bottom of Coping

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/vol2_sdm/dbbex/mse-walls-ex-1-perm.pdf?sfvrsn=a74e30bc_1

DBBMSEWallEx1

Traffic Railing With Junction Slab (32" F-Shape) Retaining Wall System, Permanent, Excluding Barrier Concrete Traffic Railing With Junction Slab (32" F-Shape) Retaining Wall System, Permanent, Ground Line Existing Ground Line Existing Buried Telephone (32" F-Shape) Top of Traffic Railing, @ 24" RCP @ Sta. 15+50 (32" F-Shape) Top of Traffic Railing End Bent Corner" Sheet BW-X See, - WALLS 2A AND 2B o f W a l l 2 B E x t e r i o r F a c e Coping Bottom of Coping

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/vol2_sdm/dbbex/dbbmsewallex153779162261742839d00ce3321e3c683.pdf?sfvrsn=7e177edf_5

700-020FHWA-Approved

GENERAL NOTES: F. Concrete: Class II. c. Galvanized Washers: ASTM F436 b. Galvanized Nuts: ASTM, Head and Button Head Bolts: ASTM F 468, Alloy 2024-T4 C. Aluminum Bolts, Nuts and Washers: c. Shims, ' - 0 " (Typ.) (See Sheet 3) Fuse & Hinge Plate 15%W 35%W 35%W 15%W GENERAL NOTES: F. Concrete, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F, STATE OF FLORIDA WELCOME CENTER Two Column Three Column 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/2027/700-020fhwa-approved.pdf?sfvrsn=555c2bb_1

20250925_CommIssion_ Meeting_Presentation

of its rulemaking responsibilities pursuant to s. 120.74, F. S. Approval of Annual Regulatory Plan, to Community Transportation Coordinators and alternative providers as defined in section 427. 0159(5), F. S, , as defined in Rule 41-2.002(4), F. A.C. Questions to Ask for Proposed Rule Changes 1.Will, ? Section 120,695(2)(c)3,, F. S. Innovative Service Development (ISD) Grant for FY 2025-26, , 2025. • Advertised announcement in F. A.R. • Posted information on CTD website • Emailed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2025/20250925_commission_-meeting_presentation.pdf?sfvrsn=c815197f_1

Asphalt Acceptance Musselman

= Ve r i f i cation Te chnician = FDOT • IV = Independent Ve r i f i cation = FDOT District, /Grd QC VT RT Florida Department of Transportation Florida Department of Transportation Ve r i f, of Transportation 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, sample • Uses Master Production Range – Go/No go Independent Ve r i f i cation Te sting Florida

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/asphalt-acceptance-musselman.pdf?sfvrsn=a00683b5_1

425-020

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 o r 4 ' - 0 " D i a . #4 Bars @ 8" Ctrs. (Typ.) 6" Gutter Elev. Theoretical Gutter, 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/2027/idx/425-020.pdf?sfvrsn=43f6109d_1

515-052

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/2027/idx/515-052.pdf?sfvrsn=e99ddf18_1

700-011

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/2027/idx/700-011.pdf?sfvrsn=23e2ed9d_1

SPI-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/2027/spi/spi-400-510.pdf?sfvrsn=43da0ce9_1
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