358 search results for f 261

Design Standards 2006

" To 30" Pipe 261 1-3 of 3 261.pdf U-Type Concrete Endwalls - Baffles And Grate Optional - 15" To 30, , E And H 233 1 of 1 233.pdf Ditch Bottom Inlets - Types F And G 234 1 of 1 234.pdf Ditch Bottom, Railing - (32" F Shape) 421 1-2 of 2 421.pdf Traffic Railing - (Median 32" F Shape) 422 1-2 of 2, Railing - (42" F Shape) 461 1 of 1 461.pdf Opaque Visual Barrier 470 1-2 of 2 470.pdf Traffic, For Traffic Railing (32" F Shape) 822 1-2 of 2 822.pdf Aluminum Pedestrian/Bicycle Bullet Railing

E1W92BidTabs

3,830,947.60 180.55000 4,119,826.01 170.00000 3,879,094.00 0160 0520 1 10 CONCRETE CURB & GUTTER, TYPE F, 31,585.41 0240 0704 1 4 TUBULAR MARKER, 36" YELLOW POST 90.000 EA 243.15000 21,883.50 261.75000, 0405 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 24.000 AS 1,880.35000 45,128.40 2,024.17000 48,580.08, CONCRETE CURB & GUTTER, TYPE F 114.000 LF 110.90000 12,642.60 0165 0522 2 CONCRETE SIDEWALK, , TYPE F 24.000 AS 2,930.75000 70,338.00 $178,507.91 Section Totals: 0003 Signalization

E59B3BidTabs

1 10 CONCRETE CURB & GUTTER, TYPE F 1,238.000 LF 118.58000 146,802.04 0170 0520 2 4 CONCRETE, /PEDESTAL TO REMAIN 9.000 AS 261.36000 2,352.24 0680 0654 1 20 MIDBLOCK CROSSWALK: IN ROADWAY, 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 26.000 AS 1,190.75000 30,959.50 Page 18 of 23 Tabulation

Martin Co_Monterey Rd ConceptDev_Appendix

6 47,500 1,000 0 1,000 4* 1 17th St - Commerce Ave US-1 IR EB 6.1 6.9 30 120 120 4 9,500 637 261, 120 4 9,500 637 261 898 18 2 20th St 60 US-1 Indian River Blvd IR WB 11.4 13.4 40 120 105 4 8,800

2023_Florida's EVIDP

America 6 36 261416 8200 Vineland Ave, Orlando, FL 32821 I-4 Electrify America 6 37 261479 9200, e 1 : E x i s t i n g D C F C S i t e s U s e d f o r A F C C o r r i d o r D e s i g n a t i o n, Ta b l e 3 : P h a s e 1 S i t e s N e e d e d b y F D OT District ................................................................................................................ 27 F i g u res, F i g u r e 5 : A n n u a l P r e c i p i t a t i o n

fedaidrpt

Federal Aid Road Report in PDF file format

An easy to implement empirical approach for estimating underwater sound transmission loss during pile driving in Florida

–22730–3419938–46230–243 StateRoad2317–30174–20917–28175–20310–26180–221 ChoctawhatcheeBay51–61224, - micdecayequationsforunderwatersoundattenuationin channelsassumethatallsoundisproducedabovethecutoff frequency.Thecutofffrequency,f c, - ingexpressionfromJensenetal.(2011): f c ¼ C w 4D ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1  C w C b  2 s ; (15) where c, . TABLEIV.Waterdepthandcutofffrequencydatafromeachdrive. Sitename f c (Hz) c b (m/s) BaywayE2951617 Dunn’sCreek1251673, ,S.V.D.,Benda-Beckmann,A. M.V.,Lam,F.-P.A.,Jansen,E.,Jong,C.A.F.D.,andAinslie,M.A. (2017

Florida TIM Responder - June 2022

Responder, F l o r i d a ’s Statewide TIM Program newsletter, for the 2022 calendar year. The newsletter, ) Managers Fa ce-to-Fa ce Meeting Shawn Kinney, Road Ranger Program Manager, F D OT, Rakesh Sharma, HNTB, PEDESTRIAN 252 ARRIVA L S BY DAY O F W E E K M O N DAY 2 ,170 TUESDAY 1 , 8 49 ARRIVA L S BY TIMEFRAME 3, times with approximately $261,100 in bonus-incentive payments made to vendors. 0.00 20.00 40.00 60.00, on Emergency Response to EV Fire Incidents Amy DiRusso, TSM&O Program Engineer, F D OT– D i strict

E8U75BidTabs

A T E R I A L , L F R O U N D , 6 0 " S / C D 0 1 2 5 0 4 3 0 5 3 0 1 0 0 5 . 0 0 0 S T R A I G, 090454011 6,963.000 HIGHTENSION C A B L E B A R R I E R L F S Y S T E M - R E M O V E 0 1 6 0 0 9 9 9 1 6 ( 1 . 0 0 0 ) P A R T N E R I N G , D O N O T B I D L S 4 1 7 1 3 2 5 5 2 0 1 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 T a b u l a t i o n o f B i d s 0 6 / 2, 6 0 4 0 0 3 . 0 0 0 F E N C E G A T E , R E S E T E X I S T I N G G A T E - E A W I T H O U T

Historical Item Averages Market Area 01

$9,102.03 1.000 EA N U-ENDWALL, INDEX 261/430-011, 1:3 SLOPE, 30"PIPE 0430611125 1 $5,200.00 $36,400.00 7.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:4 SLOPE, 18"PIPE 0430611329 1 $5,800.00 $5,800.00 1.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 24"PIPE 0430830 3 $3,059.23, & GUTTER, TYPE F 0520 1 24 1 $51.32 $3,592.40 70.000 LF Y CONCRETE CURB & GUTTER, TYPE E WITH SPECIAL, $1,722.56 $232,545.29 135.000 AS N LOOP ASSEMBLY, F&I, TYPE F 03/24/2025 Page: 19 Florida

E8U30

-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:3 SLOPE, 18"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 2.000 0430-982-125 MITERED END SECTION, OPTIONAL, 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 3,091.000 0520- 1- 11 CONCRETE CURB & GUTTER, VARIABLE HEIGHT TYPE F LF 25.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE

SPI-641-010

Design Manual (FDM) Design Assumptions and Limitations See FDM 261 and Structures Manual (SM, on the next page). f M n estima te ( ) A ps f pu ⋅ d p ⋅ 1 0.59 A ps b d p ⋅         f pu f c         ⋅ −         ⋅ = Standard

SPI-641-010

Design Manual (FDM) Design Assumptions and Limitations See FDM 261 and Structures Manual (SM, on the next page). f M n estima te ( ) A ps f pu ⋅ d p ⋅ 1 0.59 A ps b d p ⋅         f pu f c         ⋅ −         ⋅ = Standard

E8U45

261/430-011, 1:6 SLOPE, 18"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, CONCRETE CURB & GUTTER, TYPE E LF 1,605.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 2,364.000 0520

E8U45

", DOUBLE, 0 DEGREES, ROUND EA 1.000 0430-610-029 U-ENDWALL, INDEX 261/430-011, 1:6 SLOPE, 24"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 3.000, 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 2,364.000 0520- 6- SHOULDER GUTTER- CONCRETE LF

MPOAC-SD-Meeting-presentation-April-29-2021

 FLORIDA MPOAC STA F F DIRECTORS’ ADVISORY COMMITTEE MEETING April 29, 2021 Orlando, FL Don, ; $469.6M fo r F l o r i d a • Non-traditional eligibilities • Not subject to obligation, transportation benefit Three Ty p e s o f E l i g i b i l ities • Cannot be used on local roads, u m b e r o f F a t a l & S e r i o u s I n j u r i e s Pedestrian, learning curve • To l l credits savings (~ $261k) PL + 5305(d) Calculated Using PL Formula • Alters

MPOAC-GB-Meeting-presentation-April-29-2021

; $469.6M fo r F l o r i d a • Non-traditional eligibilities • Not subject to obligation limitation, transportation benefit Three Ty p e s o f E l i g i b i l ities • Cannot be used on local roads, 2020 N u m b e r o f F a t a l & S e r i o u s I n j u r i e s, learning curve • To l l credits savings (~ $261k) PL + 5305(d) Calculated Using PL Formula

SPI-641-010

(FDM) Design Assumptions and Limitations See FDM 261 and Structures Manual (SM),Volume 3, n estimate ( ) A ps f pu  d p  1 0.59 A ps b d p          f pu f

SPI-641-010e

(FDM) Design Assumptions and Limitations See FDM 261 and Structures Manual (SM),Volume 3, n estimate ( ) A ps f pu  d p  1 0.59 A ps b d p          f pu f