358 search results for f 261
2024FDM242TrafficPacing
93.30% 6 - 7 2031 88.30% 18-19 2083 90.60% 7 - 8 2617 113.80% 19-20 1820 79.10% 8 - 9 2571 111.80, R L Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY VARIATION OF DAILY TRAFFIC 40% Capacity Line Percent, % 120% 24 2 4 6 8 10 12 14 16 18 20 22 24 H O U R L Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm242trafficpacing.pdf?sfvrsn=5880505e_12025FDM242TrafficPacing
88.30% 18-19 2083 90.60% 7 - 8 2617 113.80% 19-20 1820 79.10% 8 - 9 2571 111.80% 20-21 1484 64.50% 9, F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY, H O U R L Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY VARIATION OF DAILY TRAFFIC 40% Capacity Line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm242trafficpacing.pdf?sfvrsn=bea4045f_12025FDM242TrafficPacing
2368 104.00% 5 - 6 758 33.00% 17-18 2147 93.30% 6 - 7 2031 88.30% 18-19 2083 90.60% 7 - 8 2617, 2 4 6 8 10 12 14 16 18 20 22 24 H O U R L Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY VARIATION OF DAILY, Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY VARIATION OF DAILY TRAFFIC 40% Capacity Line Percent Capacity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm242trafficpacing.pdf?sfvrsn=c6927708_1E8U74BidTabs
255.20000 560,419.20 185.00000 406,260.00 261.00000 573,156.00 0410 0337 7 83 ASPHALT CONCRETE FRICTION, -ENDWALL, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE 5.000 EA 5,836.97000 29,184.85 7,000.00000 35,000.00, , INDEX 261/430-011,1:4 SLOPE,15"PIPE 1.000 EA 5,721.29000 5,721.29 6,000.00000 6,000.00 4,600.00000 4,600.00 0775 0430613125 U-ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:4 SLOPE,18, -ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:2 SLOPE,15"PIPE 1.000 EA 4,977.08000 4,977.08
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may10/e8u74bidtabs.pdf?sfvrsn=597f514f_1E55C0BidTabs
424,337.17 227.00000 347,993.27 261.00000 400,115.61 0035 0660 2102 LOOP ASSEMBLY, F&I, TYPE B 8.000, , TYPE F 1.000 AS 1,400.00000 1,400.00 4,000.00000 4,000.00 1,500.00000 1,500.00 0045 0710 11101
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2023/nov07/e55c0bidtabs.pdf?sfvrsn=44b4c4cc_1Historical Item Averages Market Area 12
$6,300.00 1.000 EA N U-ENDWALL, INDEX 261/430-011, 1:6 SLOPE, 24"PIPE 0430610325 1 $5,836.97 $29,184.85 5.000 EA N U-ENDWALL, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE 0430611125 1 $6,000.00 $12,000.00 2.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:4 SLOPE, 18"PIPE 0430611225 1 $5,500.00 $5,500.00 1.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:3 SLOPE, 18"PIPE 03/24/2025 Page: 16, $4,700.00 $23,500.00 5.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/market-area/pdf/historical-item-averages-market-area-12.pdf?sfvrsn=2cade1d3_19452784_Final_Technical_Scope
of the roadway with an 11-ft wide TWLTL, Type F curb and gutter on the outside and 5-ft sidewalks along both, with the District Design Engineer for approval. Curb and Gutter: There is existing outside Type F curb, to the mast arm. Follow condition evaluation and structural analysis guidance provided in FDM 261.8., movements. Follow condition evaluation and structural analysis guidance provided in FDM 261.8., 261.8. Replacement shall be considered if the existing signal structures are found to be deficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/452784_final_technical_scope.pdf?sfvrsn=656d1564_1Design Traffic Technical Memorandum
Four. I t c o n s i s t o f a 6 0 ’ median, with adequate linear swales for runoff water treatment and adequate shoulder widths. T h i s a l t e r n a t i v e i s t h e p r e f e r r e d a l t e r n a t, 3 3 . 2 F u t u r e A l t, Appendix D: HCS+ Results Report Appendix E: Synchro 7 Output Report Appendix F: RLRTP Information, Location Map 2 F l o r i d a T u r n p i k e 98 98 1 98 98 98 441 70 70 78
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/design-traffic-technical-memorandum.pdf?sfvrsn=2f112ad5_1Historical Item Averages Statewide 12 Months
CURB & GUTTER, TYPE F 0520 1 11 2 $59.72 $34,521.00 578.000 LF N CONCRETE CURB & GUTTER, VARIABLE HEIGHT TYPE F 0520 1 12 4 $102.69 $54,836.88 534.000 LF N CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE 0520 1 22 1 $92.18 $277,553.98 3,011.000 LF N CONCRETE CURB & GUTTER, TYPE F, 281.000 LF N CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE, VARIABLE GUTTER PAN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/statewide/pdf/historical-item-averages-statewide-12-months.pdf?sfvrsn=ef2cc581_18Design Standards 2002
Ditch Bottom Inlets - Types C, D, E And H 233 1 of 1 233.pdf Ditch Bottom Inlets - Types F And G 234 1, - Cement Endwalls 260 1 of 1 260.pdf U-Type Concrete Endwalls With Grates - 15" To 30" Pipe 261 1-3 of 3 261.pdf U-Type Concrete Endwalls - Baffles And Grate Optional - 15" To 30" Pipe 264 1 of 1 264.pdf U
https://www.fdot.gov/roadway/ds/02/stds.shtmDesign Standards 2004
Endwalls 260 1 of 1 260.pdf U-Type Concrete Endwalls With Grates - 15" To 30" Pipe 261 1-3 of 3 261.pdf, Ditch Bottom Inlets - Types F And G 234 1 of 1 234.pdf Ditch Bottom Inlet - Type J 235 1 of 1 235.pdf
https://www.fdot.gov/roadway/ds/04/stds.shtmE8U45BidTabs
, INDEX 261/430-011, 1:6 SLOPE, 24"PIPE 1.000 EA 6,300.00000 6,300.00 4,031.29000 4,031.29 7,500.00000 7,500.00 0630 0430611325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE 3.000, CONCRETE CURB & GUTTER, TYPE F 2,364.000 LF 39.00000 92,196.00 19.80000 46,807.20 36.50000, 15,000.00 10,000.00000 10,000.00 11,960.83000 11,960.83 0627 0430610029 U-ENDWALL, INDEX 261/430-011, 1, 0430611325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE 3.000 EA 5,800.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/apr16/e8u45bidtabs.pdf?sfvrsn=3dbb4b12_1E8V47BidTabs
12,300.00 12,700.00000 12,700.00 0740 0430611125 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:4, 0430611325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE 13.000 EA 5,568.34000, 27.50000 45,567.50 65.90000 109,196.30 49.00000 81,193.00 0835 0520 1 10 CONCRETE CURB & GUTTER, TYPE F, 7,700.00000 215,600.00 9,350.00000 261,800.00 1250 0700 3207 SIGN PANEL, FURNISH & INSTALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb28/e8v47bidtabs.pdf?sfvrsn=8f0b6693_1TP-05-10-24BSN
0430-610-325 U-ENDWALL, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 5.000 0430-613-123 U-ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:4 SLOPE,15"PIPE EA 1.000 0430-613-125 U-ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:4 SLOPE,18"PIPE EA 5.000 0430-613-323 U-ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:2 SLOPE,15"PIPE EA 1.000 0430-613-325 U-ENDWALL, WITH BAFFLES & GRATE, INDEX 261/430-011,1:2 SLOPE,18"PIPE EA 10.000 0430-830- PIPE FILLING AND PLUGGING- PLACE OUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may10/tp-05-10-24bsn.pdf?sfvrsn=62c684c9_1Agency Term Contract - Truck Mounted Sewer Cleaner
with automatic-adjustable volume backup alarm. Must meet latest issue of SAE J994, Type F, 112 dB, E R F O R M B U ILT T O L A S T S U P E R IO R P O W E R A N D P E R F O R M A N C E G U A R, R 2 10 0 i O F F E R S Y O U G R E A T E R O P E R A T IN G E A S E A N D E F F IC IE N C Y, T R O L S R E D E F IN E S IM P L IC IT Y • 7” touch screen control features back lit tactile, L E A N IN G S Y S T E M F U N C T IO N S IN T O A S IN G L E , S IM P L E C O N T R O L PA N E L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---truck-mounted-sewer-cleaner.pdf?sfvrsn=6b45e68c_2sr5_aviation-blvd_Public Hearing Exhibit Boards
RETAINING WALL END RETAINING 6' SIDEWALK I R F W C D 1 5 F T M A I N T E N, 57 14810 SF 32393500003001000004.0 24 26136 SF 32393500003001000001.0 25 341075 SF, Level of Service (LOS) E E A A E A A F D C C D D C B C C D B B C C 37th St 30th St, LOS S C LOS S D LOS S E/F Short Delay Long Delay Public Hearing June 18 th and 20 th , 2024 Future Traffic Operations (Year 2045 without roadway improvements) F F A A F A A F F C C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sr5aviationblvdpde/sr5_aviation-blvd_public-hearing-exhibit-boards.pdf?sfvrsn=50fc504a_1E3X08Addenda001
NO. 600108 F L O R I D A ' S 6 / 1 8 / 2 0 2 4 9 : 4 8 : 5 4 A M FT, . d g n P : \ F L 2 3 0 0 5 . X X D W B r i d g e R e p a i r D e, LIMITS: https://tinyurl.com/yc4y9zv5 PROJECT LOCATION URL: 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, 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . E3X08 REVISIONS: B-1, B-2A, B1-6 (Revised
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x08addenda001.pdf?sfvrsn=48891bfe_1E4X61Appendix001
lose.Carmona@dot.state.fl.us Cell: (954) 261-4172 lose Caignet ITS Maintenance Technician Jose.Caignet@dot.state.fl.us Cell: (954) 261-8352 Gavin Miller ITS Maintenance Technician Gavin. Miller@dotstate.fl.us, : (954) 261-4594 Jordan Wilson Utility Technician lordan.Wilson@dotstate.fl.us Cell: (954, the operator to mark the ticket as “Operational.” f. The Technician changes the status of the ticket
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61appendix001.pdf?sfvrsn=b2e9e9f6_1Design Standards 2008
Endwalls 260 1 of 1 260.pdf U-Type Concrete Endwalls With Grates - 15" To 30" Pipe 261 1-3 of 3 261.pdf U, Bottom Inlets - Types F And G 234 1 of 1 234.pdf Ditch Bottom Inlet - Type J 235 1-2 of 2 235.pdf, 417 1 of 1 417.pdf Inertial Crash Cushion 420 1-3 of 3 420.pdf Traffic Railing - (32" F Shape) 421 1-3 of 3 421.pdf Traffic Railing - (Median 32" F Shape) 422 1-3 of 3 422.pdf Traffic Railing - (42, Traffic Railing - (Corral Shape) 425 1-3 of 3 425.pdf Traffic Railing - (42" F Shape) 430 1-2 of 2 430.pdf
https://www.fdot.gov/roadway/ds/08/stds.shtmDesign Standards 2010
With Grates - 15" To 30" Pipe 261 3 261.pdf U-Type Concrete Endwalls - Baffles And Grate Optional, 233.pdf Ditch Bottom Inlets - Types F And G 234 2 234.pdf Ditch Bottom Inlet - Type J 235 2 235.pdf, Cushion 420 3 420.pdf Traffic Railing - (32" F Shape) <view IDS> 421 3 421.pdf Traffic Railing - (Median 32" F Shape) <view IDS> 422 3 422.pdf Traffic Railing - (42" Vertical Shape) <view IDS, - (Corral Shape) <view IDS> 425 3 425.pdf Traffic Railing - (42" F Shape) <view IDS> 430 2
https://www.fdot.gov/roadway/ds/10/stds.shtm