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SS4580000
recommendations. Furnish flat head stainless steel sleeve anchors in accordance with ASTM F 593, , approach slab or raised sidewalk adjacent to the expansion joint at temperatures other than 70°F, adjust the joint opening (Dim. A) as shown on Design Standards, Index No. 21110 at 70°F by the amount of the adjustment per 10°F shown in the Structures Plans, Poured Expansion Joint Data Table. For temperatures above 70°F, decrease the opening. For temperatures below 70°F, increase the opening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4580000.pdf?sfvrsn=dbe4abfb_04150100int
o n m e t a l l i c f a s t e n e r s f r o m u s e t o t i e F R P r e i n f o r c e m e n t . T, consistency. Do the changes affect other types of specifications? Neither List Specifications A f f, l i t y, i n s p i r i n g i n n o v a t i o n , a n d f o s t e r i n g t a l e n t ; e x p l a i n h o w ? T h e c h a n g e s i n s p i r e i n n o v a t i o n a n d f o s t e r t a l e n t b y r, r s o f c o n s t r u c t i o n . W h a t f i n a n c i a l i m p a c t d o e s t h e c h a n g e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4150100int.pdf?sfvrsn=8700b31b_14150100ind
o n m e t a l l i c f a s t e n e r s f r o m u s e t o t i e F R P r e i n f o r c e m e n t . T, consistency. Do the changes affect other types of specifications? Neither List Specifications A f f, l i t y, i n s p i r i n g i n n o v a t i o n , a n d f o s t e r i n g t a l e n t ; e x p l a i n h o w ? T h e c h a n g e s i n s p i r e i n n o v a t i o n a n d f o s t e r t a l e n t b y r, r s o f c o n s t r u c t i o n . W h a t f i n a n c i a l i m p a c t d o e s t h e c h a n g e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4150100ind.pdf?sfvrsn=9a528bc9_120240425_450640-1_SR 436_75120
S P 2 2.078 2.0 OL 1.1 3.2 4.3 LR 18.7 – – – – F 3 1.964 3.0 L4 X 0.8 3.2 4.0 LR – 2.1 Br II S P, – – – – F Right Turn Lane to Dollar General Shopping Plaza Sect. 75120-001 11 0.323 1.5 R4 0.8 2.8, 3.2 4.1 LR – – – – – F 13 0.364 2.0 OR 1.2 3.3 4.5 LR 20.3 – – – – F 14 0.857 9.0 R4 X 0.5 3.5 4.0, (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, – – – – F Right TL to Lake Border Dr 18 1.993 2.5 R3 X 0.9 2.4 3.3 LR – B Br III S P 19 1.871 2.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20240425_450640-1_sr-436_75120.pdf?sfvrsn=f87ca6e2_1pg15
M o n i c a Z h o n g Phone: (850) 414-4800 E-mail: p l a n n i n g @ d o t . s t a t e.fl.us F a s t F a c t s a n d L i n k s F l o r i d a F a s t F a c t s, .......................................................................1 Tr a v e l B e h a v i o r o f F l o r i d i, a n d F reight Tr a n s p o r t a t i o n ..............................9 The Tr a n s p o r t a t i, Tr a n s p o r t a t i o n S a f e t y ................................................ 23 Tr a n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/pg15_a5417320-6769-4c15-9de3-05e46eb45c1c.pdf?sfvrsn=c82a382d_04620704.FHWA
: OfficeofDesign, Specifications Section 462 Proposed S p e c i f i c a t i o n : 4 6 2 0 7 0 4 P o, 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 TT/dt Attachment cc, n t o i l , a i r , o r o t h e r f o r e i g n s u b s t a n c e s f r o m contaminating grout and prevent loss of grout or water. (d) S p e c i f y p u mp c a p a c i t y a d e q u a t e t o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4620704.fhwa.pdf?sfvrsn=85539570_043020425201-PLANS-01-ROADWAY (1)
BRIDGE REPLACEMENT PROJECT T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I, , F . A . C . (FEDERAL FUNDS) MP 0.003 ¡ CONST. SR 684 STA. 205+05.63 BEGIN PROJECT MP, NAPLES KEY WEST CITY LAKE F L O R I D A ' S BEACH LINE CONTRACT NO. CONSTRUCTION, OF TRANSPORTATION T H E O F F I C I A L R E C O R D O F T H I S S H E E T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26122/43020425201-plans-01-roadway-(1).pdf?sfvrsn=7fc3e525_120230829_451362-1_SR 25_09030.09533.09620
E N T C O N D I T I O N COMMENTS 1 8.325 ML R1 N 1.0 2.1 0.5 2.6 1.3 2.1 9.6 8.0 F 2 8.433 ML R2 N 0.8 1.9 0.8 1.8 1.2 2.0 8.5 9.0 F 3 8.585 ML R3 Y 0.8 1.5 0.9 2.5 5.7 11.0 P 4 8.503 ML L1 N 1.0 2.1 0.5 2.2 5.8 12.0 F 5 8.354 ML L2 N 1.0 1.9 0.6 2.6 1.9 8.0 11.5 F 6 8.519 ML L3 Y, 09620001 22 1.121 ML R1 N 1.3 3.5 0.9 5.7 8.0 0.0 F Schumacher Rd. 09533000 AVERAGE 0.87 1.13 2.21, 0.25 0.00 0.25 0.25 0.23 UNKW 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20230829_451362-1_sr-25_09030-09533-09620.pdf?sfvrsn=e48ec61d_141754065201-PLANS-05-LIGHTING
LOCATION OF PROJECT LIGHTING SIGNING AND PAVEMENT MARKING ROADWAY F L O R I D A ' S T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . 1, OF RECORD: LIGHTING PLANS X : \ F D O T \ 4 1 7 5 4 0 6 5 2 0 1 \ L i g h t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad-27115/41754065201-plans-05-lighting.pdf?sfvrsn=ad906eca_1649-010
INDEX 6" Otherwise 0" With Sidewalk Pole 0 . 1 4 i n / f t T a p e r ( T y p, . Perform all welding in accordance with Specification 460-6.4. F. Provide a ‘J’ or ‘C’ hook, A1011 Grade 50, 55, 60 or 65 F. Handhole Frame: ASTM A709 or ASTM A36, Grade 36 self-locking nuts, r 1 ' - 0 " ( M a x . ) S p a c e d @ # 5 T i e B a r s 1 ' x 1 " C h a m f e r ' B F ' 1, a f t & ¡ P o l e S p a c e d @ 4 " 6 ~ # 5 T i e B a r s ) . n i M ( p a L " 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/649-010.pdf?sfvrsn=9391b65b_1TA-Flyer-2023
more information on how to apply? https://www. f d o t . g o v / p l a n n i n g / s y s t e m s / s y s t e m s - m a n a g e m e n t / t a p O r h t t p s : / / w w w. f d o t . g o v / n w fl r, P r o g r a m ( TA ) w a s e s t a b l i s h e d b y C o n g r e s s t o h e l p f u n d a v a r i e t y o f s m a l l - s c a l e t r a n s p o r t a t i o n p r o j e c t s s u c h a s : • P e d e s t r i a n a n d b i c y c l e f a c i l i t i e s • R e c r e a t i o n a l t r a i l s , • C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/ta-flyer-2023.pdf?sfvrsn=4645624b_120240111_441098-3_SR 580_10310
N D I T I O N COMMENTS 1 4.073 ML L1 N 1.0 1.7 0.4 1.6 4.7 11.3 12.0 F 2 4.073 ML R1 Y 1.0 1.5 0.4 1.1 4.0 11.0 12.0 F 3 4.421 ML R1 N 1.2 1.7 0.5 0.5 3.9 12.0 12.0 F 4 4.444 ML L1 N 1.1 1.7 0.5 1.1 4.4 11.4 12.0 F AVERAGE 1.08 1.65 0.45 1.08 4.25 11.43 12.00 MAX 1.20 1.70 0.50 1.60, Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240111_441098-3_sr-580_10310.pdf?sfvrsn=cee30f83_1Exhibit 913-1
LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I, 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 4 913-1 : C:\CADD_Docs\FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-1.pdf?sfvrsn=f4732e18_1Exhibit 913-3
LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I, 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 6 913-3 : C:\CADD_Docs\FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-3.pdf?sfvrsn=688a1ffd_1Redlines Exhibit 913-1
LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I, 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 4 913-1 : C:\CADD_Docs\FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1.pdf?sfvrsn=87defcb6_1Redlines Exhibit 913-3
LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I, 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 6 913-3 : C:\CADD_Docs\FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-3.pdf?sfvrsn=af90bac8_1Exhibit 925-1
MAIN STREET ROADWAY ENGINEERS, INC. 99991 LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD ROADWAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-925-1.pdf?sfvrsn=a8d024f0_2Exhibit 913-3
MAIN STREET ROADWAY ENGINEERS, INC. 99991 LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-3.pdf?sfvrsn=c958ce59_1Exhibit 925-1
MAIN STREET ROADWAY ENGINEERS, INC. 99991 LICENSE NUMBER: LUKE S. WALKER T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD ROADWAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-925-1.pdf?sfvrsn=a94b9abd_144728715201-PLANS-03-SIGNALIZATION
FDOT PROJECT MANAGER: F L O R I D A ' S FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST, LICENSE NUMBER KCI TECHNOLOGIES, INC. VENDOR NO.: 52-1604386 (954) 776-1616 T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . LOCATION OF PROJECT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-03-signalization.pdf?sfvrsn=f3f4c772_1