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SS9290000
or powdered coal shall meet the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling, requirements of ASTM C 618 Class F fly ash. When petroleum coke Class F fly ash is used in concrete, the test, properties and other durability requirements of concrete, as compared to ASTM C 618 Class F fly ash, of timber bark ash and coal shall meet the physical and chemical requirements of ASTM C 618 Class F, shall be improved or comparable to the strength and the durability properties of ASTM C 618 Class F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss92900005b01a6822cfd46e0a81c502e6c6232e0.pdf?sfvrsn=149627dd_01090000.origind
Engineer SUBJECT: Proposed S p e c i f i c a t i o n : 1 0 9 0 0 0 0 E n g i n e e r ’ s Field Office, FIELD OFFICE 109-1 Description. Provide, f u r n i s h , a n d maintain an Engineer’s Field Office, Required # of small rooms 1 #oflargerooms 2 #ofrestrooms 300 ft 2 1 1 - 6 0 0 f t 2 2 2 1 9 0 0 f t 2 3 2 1 1 , 2 0 0 f t 2 5 3 2 1 , 5 0 0 f t 2 6 4 2 1 s m a l l r o o m s s h a l l h a v e a m i n i m u m f l o o r a rea of 90 ft 2 . 2 large rooms shall have a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/1090000.origind.pdf?sfvrsn=aa351dfc_020250528_452864-1_SR 507 (Babcock St)_77080
1.11.01.43.5LR11.41.5BrIIISP 15 2.792 9.0 L3 X1.71.73.4COQ20.6––––F 16 2.834 2.5 RLTL X1.61.53.1LR16.2––––F NB Left TL to Tibbets Lumber Concrete found in base course Rut Depth (in) Cross Slope, Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, 1.00.91.43.3LR11.0BSLIIISP 18 3.286 4.5 R1 0.60.91.22.7LR–BSLIISP 19 3.483 4.5 RLTL 1.01.32.3LR9.8––––F NB, 1.11.10.62.8LR10.82.4BrIISP 22 4.679 8.0 MXO 0.70.91.43.0LR10.6––––F Raveling, Crown: Top Value slopes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20250528_452864-1_sr-507-(babcock-st)_77080.pdf?sfvrsn=31ab8fa1_16950000.FHWA
. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e er, P . E . State S p e c i f i c a t, , or vehicular axle classification types. 695-2 General. 695-2.1 T r a f f i c M o n i t o r i n g S i t e, must be tested and approved. 695-2.2MarkingofApprovedEquipment: 695-2.2.1 M a n u f a c t u r e r ’ s I d e n t i f i c a t i o n : A l l TMS equipment must be permanently marked with the manufacturer, Pressure sensing piezoelectric Pavement Operating Temperature 0°F to +150°F Output Signal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6950000.fhwa.pdf?sfvrsn=9a863b0a_0MFF Project Sheets_No Const Year_09152023_09
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 9 W a t e r b u r y R d V e r n a B e t h a n y R d B o u r n e s i d e B l v d MANATEE CO. SARASOTA CO. 70 70 70 Bourneside Blvd. Waterbury Rd. REGION, i s a p r i n c i p a l a r t e r i a l a n d a p r i m a r y e a s t - w e s t h i g h w a y f o, l l a s b i c y c l e a n d p e d e s t r i a n e n h a n c e m e n t s . S . R . 7 0 f rom
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_09.pdf?sfvrsn=93a73def_1MFF_#9_S.R. 70 from Bourneside Blvd. to Waterbury Rd_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 9 W a t e r b u r y R d V e r n a B e t h a n y R d B o u r n e s i d e B l v d MANATEE CO. SARASOTA CO. 70 70 70 Bourneside Blvd. Waterbury Rd. REGION, a s t - w e s t h i g h w a y f o r M a n a t e e C o u n t y a n d p r o v i d e s r e g i o n, e n t s . S . R . 7 0 f rom Bourneside Blvd. to Waterbury Rd. Infrastructure Initiative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-9_s-r-70-from-bourneside-blvd-to-waterbury-rd_21sep2023.pdf?sfvrsn=ff43f147_1425-053
with Index 425-001 and Index 425-010. Concrete Apron and Sodded Area Details Type F - Dimensional, DITCH BOTTOM INLET TYPES F AND G 11/01/20 DITCH BOTTOM INLET TYPE F (Type G Similar, Pipe Connection, . Wall Reinf. 1'-0" Ctrs. #4 Bars @ 4 2 425-053 DITCH BOTTOM INLET TYPES F AND G 11/01/20 DETAIL, Shown) TYPE F - DIMENSIONAL, REINFORCING, AND GRATE DETAILS DIMENSIONAL AND REINFORCING DETAILS, 3 425-053 DITCH BOTTOM INLET TYPES F AND G 11/01/20 DETAIL "A" SECTION H-H (22 Spaces, 23 Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-053.pdf?sfvrsn=42a2461f_1700-104
1 0 / 3 / 2 0 2 3 3 : 1 1 : 2 6 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 24" 24" 24" 3 0 " 8 ' - 0 " (1 To 3 Symbols) 8' DETAIL "A" 1 1 700-104 SIGNING FOR MOTORIST SERVICES 11/01/19 Edge Of Pavt. See Detail "D" ** One Post Service Signs G City G F L G City MILE 1 EXIT 0 G F L C C G F L H EXIT EXIT 0 0 G City MILE 1 With Two Exit Ramps (Details "B" Or "C") For Interchanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-104.pdf?sfvrsn=873e3c7e_1SPI-641-010
n estimate ( ) A ps f pu d p 1 0.59 A ps b d p f pu f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-641-010316cbaf3-dfc5-4435-b739-8100cf0812c1.pdf?sfvrsn=a967baaa_120231024_436337-1_CR229_27590
- F 13 2.256 L1 Y 1.8 0.8 0.5 3.1 GRAY FS/LR 28.5 F 14 2.167 L1 Y 1.8 0.8 0.5 3.1 GRAY FS/LR 12.0 1.5 B IB L P 15 2.091 L1 Y 2.1 0.8 0.5 3.4 GRAY FS/LR - F 16 2.091 OL REMARKS: NO SHOULDERS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/27/20231024_436337-1_cr229_27590.pdf?sfvrsn=b8d9dc5d_1SPI-641-010e
n estimate ( ) A ps f pu d p 1 0.59 A ps b d p f pu f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-641-010e.pdf?sfvrsn=4263690_1Florida_Seaports_Economic_Impact_February_2024
e c o n o m y, i n t h e f o rm of raw materials that drive industry (e.g., fertilizer , a g g, Coast, and East Coast seaports for new trade and cargo. Currently, F D OT is partnering with Florida’s, o n d i t i o n s , w i t h p u b l i c a t i o n p l a n n e d f o r l a t e 2 0 2 4 . I n t h e i, CONTRIBUTIONS OF FLORIDA’S SEAPORTS Why Seaports are Critical to Florida’s E c o n o m y F l o r i d a ’ s s e a p o r t s y s t e m g e n e r a t e s i n e x c e s s o f $ 1 1 2 b i l l i o n i n e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/seaport/pdfs/florida_seaports_economic_impact_february_2024.pdf?sfvrsn=94156064_1June2024-Fri01-IndependentProjectCosts
Independent Project Costs Florida Department o f Transportation Ashley Anderson, PE Objectives Strategic Changes Independent Project Cost FAQs Strategic Changes $14 .7B i l l ion Largest Wo rk Program in FDOT H i s tory Strategic Changes Strategic Changes • Restructuring S tatewide Programs: Approved Product List will be managed by the State Materials Office State, • Mobilization (MOB) • Maintenance of Tra f f ic (MOT ) • Design • Contingency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/june2024-fri01-independentprojectcosts.pdf?sfvrsn=cb48d69e_12024June-Thu01-IndependentProjectCosts
Independent Project Costs Florida Department o f Transportation Ashley Anderson, PE Objectives Strategic Changes Independent Project Cost FAQs Strategic Changes $14 .7B i l l ion Largest Wo rk Program in FDOT H i s tory Strategic Changes Strategic Changes • Restructuring S tatewide Programs: Approved Product List will be managed by the State Materials Office State, • Mobilization (MOB) • Maintenance of Tra f f ic (MOT ) • Design • Contingency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu01-independentprojectcosts.pdf?sfvrsn=869716fa_120220722_449852-1_SR 616_10140
D I T I O N COMMENTS 1 8.385 TL RL N 0.5 4.5 5.0 8.7 3.5 B II M F 30" Subbase. Went 6" below subbase. 2 8.478 TL LL N 1.4 3.1 4.5 10.5 F 10.5" Base. Went 3" into subbase for sample. AVERAGE, 3.50 LAYER COEF. 0.25 0.25 0.18 0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20220722_449852-1_sr-616_10140.pdf?sfvrsn=1084b533_2425-053
with Index 425-001 and Index 425-010. Concrete Apron and Sodded Area Details Type F - Dimensional, DITCH BOTTOM INLET TYPES F AND G 11/01/20 DITCH BOTTOM INLET TYPE F (Type G Similar, Pipe, ) Horiz. Wall Reinf. 1'-0" Ctrs. #4 Bars @ 4 2 425-053 DITCH BOTTOM INLET TYPES F AND G 11/01/20, Opening Shown) TYPE F - DIMENSIONAL, REINFORCING, AND GRATE DETAILS DIMENSIONAL AND REINFORCING, n . 4 3 425-053 DITCH BOTTOM INLET TYPES F AND G 11/01/20 DETAIL "A" SECTION H-H (22 Spaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-053.pdf?sfvrsn=c7016c3b_1700-104
9 / 1 0 / 2 0 2 4 2 : 5 1 : 2 5 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 24" 24" 24" 3 0 " 8 ' - 0 " (1 To 3 Symbols) 8' DETAIL "A" 1 1 700-104 SIGNING FOR MOTORIST SERVICES 11/01/19 Edge Of Pavt. See Detail "D" ** One Post Service Signs G City G F L G City MILE 1 EXIT 0 G F L C C G F L H EXIT EXIT 0 0 G City MILE 1 With Two Exit Ramps (Details "B" Or "C") For Interchanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-104.pdf?sfvrsn=72937625_1Milton Toll Suspension - Map, Tampa and Orlando_595
A K E / S E M I N O L E / S U M T E R / P O L K C O U N T I E S • F l o r i d a ’s Tu rnpike, s p e n s i o n e f f e c t i v e O c t o b e r 7 , 2 0 2 4 6 p.m. (EST) 10/07/24 TAMPA BAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/milton-toll-suspension---map-tampa-and-orlando_595.pdf?sfvrsn=c9c9cc99_1Design Standards Revisions 2014
1-2 of 4 Traffic Railing - (32" F Shape) N/A N/A N/A RDB14-05 421 1-2 of 4 Traffic Railing - (Median 32" F Shape) N/A N/A N/A 422 1-2 of 3 Traffic Railing - (42" Vertical Shape) N, Traffic Railing - (42" F Shape) N/A N/A N/A 430 1-2 of 2 Crash Cushion Details N/A N/A N
https://www.fdot.gov/roadway/ds/14/rev.shtm20241216_447033-3_SR24_26090
1 of 1 Mainline F C 3 T - S T - 1 T - 2 F C 1 2 . 5 S P 1 2 . 5 B i n d e r D e p t h ( i n . ) T y p e C l a s s E x t e n t 1 15.789 R1 OWP 1.8 0.9 1.34.0LR=8.5"4.0B II L P 2 15.816 R1 IWP 1.6 3.0 2.06.6 LR 3.1B IIIM P 3 15.739 R2 OWP 1.51.4 1.84.7LR=8.3" G 4 15.779 L1 IWP 1.4 1.0 1.43.8LR=12.8" B IIIM P 5 15.848 L2 IWP, 15.836RLTTL2IWP2.03.01.5 1.68.1 LR 2.0B II L P 8 15.745LLTTL N 1.61.5 3.1 LR G 9 15.719LRTTLOWP 1.41.9 3.3 LR F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20241216_447033-3_sr24_26090.pdf?sfvrsn=e72125d4_1