358 search results for f 261

2025FDM114RRR

markings and signs. (f) Side slopes and clear zones. (g) Shoulder type and width. (h) Intersection, FDM 261.7 for information on evaluating ancillary structures. January 1, 2025 15

TP-05-02-25BSN

0430-611-129 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:4 SLOPE, 24"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 11.000 0430-630-936 U-ENDWALL, INDEX, F AS 9.000 Page 17 Bid Solicitation Notice - Proposal Item Quantities Call Order: 001 Proposal

fdot-bec98-rpt

grams g lb pounds 0.454 kilograms kg Temperature (exact degrees) °F Fahrenheit 5 (F-32)/9 or (F-32, to a control mixture containing 20% ASTM C618 Class F fly ash, and durable in a very severe sulfate, ingress to a control mixture containing 20% ASTM C618 [2] Class F fly ash, and durability in a very, compositions. An ASTM C595 [4]Type IL cement, a Class F fly ash, three ASTM C989 [5] slag cements from, were used. Compressive strengths were measured after elevated temperature curing (120°F) at 18

E8U76

0430-611-333 U-ENDWALL, BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 30"PIPE EA 2.000 0430-830- PIPE FILLING, CONCRETE CURB & GUTTER, TYPE E LF 273.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 9,094.000

2023_ISD_Grant_Report

for the Transportation Disadvantaged Contact: Jeff Barbacci, CPA T h o m a s H o w e l l F e rguson P.A. 2615, H i s t o r y o f, H i s t o r y o f U t i l i z a t i o n o f I S D G r a n t F u n d s, H i s t o r y o f I S D G r a n t R e c i p i e nts, F Y ) . With this $6 million, the ISD Grant is once again the second largest grant program

D4 Public Hearing Report 2026 - Broward

$18,133,006 DI $1,873,031 $1,897,039 $1,921,708 $947,055 $973,099 PKM1 $251,574 $261,637 $272,102

01_ALL COUNTIES_TWP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE

: AVIATION PRESERVATION PROJECT Phase Funding Source 2026 2027 2028 2029 2030 Capital Federal $261,000

01_ALL COUNTIES_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE

2029 2030 Capital Federal $261,000 Local $14,500 State $14,500 Total for Project 443801-1 $290,000

450726 Technical Scope_Final_Rev

.  There are several full median opening locations that have Type E C&G or Type F C&G along the periphery, for the existing Type F C&G at some median locations where this exists per Section 210.5.1 of the FDM, section 261.7 of the FDM, an Ancillary Structures Report shall be provided for all existing

2023 Florida Transit and Performance Handbook FINAL

t a n c e G r a n t A d m i n i s t r a t i o n Tr a n s i t O p e r a t i o n s a n d S a f e t y 6 F l o r i d a T r a n s i t S y s t e m s 7 F l o r i d a ’ s U r b a n F i xed-Route Transit, per Operating Expense 10.49% 14.70% Passenger Tr i p s p e r E m p l o y e e F T E 1 5 , 2 9 9 1 5, F T E n / a n / a O p e r a t i n g E x p e n s e p e r Passenger Tr i p $ 1 0 . 5 5 $ 1 1 . 9 5 O, F T E 1 2 , 6 7 1 1 0 , 7 9 5 O p e r a t i n g E x p e n s e p e r Passenger Tr i p $ 9 . 1 4 $ 9

44629625201-PLANS-02-SIGNINGMARKING

SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY 1 S- LOCATION OF 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 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 . S-18 TO S-30, & PAVEMENT MARKING PLAN S-3 GENERAL NOTES S-2 SIGNATURE SHEET KEY SHEET S-1 F L O R I D A ' S

41934412201-CE2-D4-PDSR_ELECTRONIC_COPY_FINAL_PART_II-2011-0824

F F U U N N D D E E R R S S T T A A N N D D I I N N G G BY AND BETWEEN, , 419344-2-22-01 & 419348-2-22-01/419348-1-22-01) (ETDM # 7153, 7151) S T A T E O F F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E OF F, N P I K E BEELINE EXPRESSWAY F L O R I D A S BARTOW KEY WEST CHIPLEY DELAND LAKE, A I L I N G $ D A T E $ $ T I M E $ $ F I L E $ R O A D N O . C O U N T Y D E S C R I P T I O N D

E3W69

of utility manhole and valve adjustments along SR 10 (US 90) Mahan Drive from SR 261 (US 319) Capital, - 7 CONCRETE CURB & GUTTER, TYPE E LF 262.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF, 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 26.000 0665- 1- 12 PEDESTRIAN DETECTOR, FURNISH & INSTALL

44893815201-PLANS-01-ROADWAY (1)

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 1 5 - 2 3 . 0 0 4 , F . A . C . $ D A T E $ $ T I M E $ FT LAUDERDALE, I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F M A X O L, A K H A R A S R E E N I G N E L A N O I S S E F O R P A D I R O L F

FMTP TM3_Performance and Conditions

44893815201-PLANS-01-ROADWAY

AND PAVEMENT MARKING PLANS ROADWAY PLANS 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . $ D A T E $ $ T I M E, OF � � � No 82300 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F M A X O L B . M Y E R O C SHEET NO. SHEET DESCRIPTION 92 - 122 18 - 48 17

43018535201-PLANS-01-ROADWAY_PLANS

 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, 0 4 , F . A . C . 3 / 1 / 2 0 2 4 1 0 : 3 9 : 5 8 A M FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST SHEET DESCRIPTION SHEET NO. J T A G L I A F E R R O INDEX, OF � � � No 81421 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D

447880-1-52-01_PLANS-02-SIGNINGMARKING

INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L O R I D, OF � � � R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F No 90669 J A R A F M A S IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. RESPONSIBLE, FARAJ, PE 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

Historical Item Averages Market Area 05

DEGREES, ROUND 0430611025 1 $6,000.00 $18,000.00 3.000 EA N U-ENDWALL, INDEX 261/430-011, BAFFLES, 1:6, 261/430-011, 1:3 SLOPE, 18"PIPE 0430830 1 $300.00 $174,540.00 581.800 CY N PIPE FILLING AND PLUGGING- PLACE, & GUTTER, TYPE E 0520 1 10 10 $53.74 $1,157,058.70 21,529.000 LF N CONCRETE CURB & GUTTER, TYPE F 0520 2, 0660 2106 8 $1,671.80 $290,892.80 174.000 AS N LOOP ASSEMBLY, F&I, TYPE F 0660 3 11 3 $11,552.94

TP-06-21-24BSN

1.000 0430-611-333 U-ENDWALL, BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 30"PIPE EA 2.000 0430-830- PIPE, 1,196.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 273.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F