358 search results for f 261

1. FY 25-26 CAP Presentation Slides (PDF)

– 26112-BDI-SR 865 Resurfacing in Lee County *BDI* • Amber Albritton – 26106-SR 544 from SR 600 (US, Hobbs – 26123-SR 72 from East of I-75 to Lorraine Road – 26113 –SR 789 (Longboat Key) from North, • Jacques Louis – 26125-US 27 SCFE RRXING 627659C • Ulises Valles – 26119-SR 45 (US 41) from, Barnett – Jeffrey James Ad 26134 –Districtwide ETDM Support Florida Department, Financial Services • Jennifer. F reeman@dot.state.fl.us • 863-519-2543 • I value proactive

20250108_207555-5_SR235_26110

L a n e W h e e l P a t h Pavement Layer NA Section No: 26110000 / 26110101 Beg MP, Layer C o r e L e n g t h ( i n . ) Section No: 26110000 / 26110101 Beg MP: 0.069/0.000, n g t h ( i n . ) Section No: 26110000 / 26110101 Beg MP:0.069/0.000 End MP:7.122/0.160,  1 of 4 Mainline 2 F C 1 2 . 5 S P 1 2 . 5 T y p e S F C 3 T y p e 2 T, 19 1.300 L1 I1.41.52.2 2.10.57.7 LR 1.0B IB L F 20 1.951 L1 O 1.5 1.2 2.7 LR 2.7 C II S P Remarks

44737915201-ESTIMATES-QUANTITIES

Quantity Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design, of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 6 100 600 Phase II 6 100, ) P F P F Units P F Const. Phase Design Notes Construction Remarks 2.127 2.1270 Phase II 2.127, Number Pay Item Description Units of Measure Duration (Days) Length (FT) P F P F Const. Phase

E8U76BidTabs

56,000.00000 56,000.00 0855 0430611333 U-ENDWALL, BAFFLES, INDEX 261/430- 011, 1:2 SLOPE, 30"PIPE, 7,644.00 72.00000 19,656.00 88.00000 24,024.00 0930 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 9,094.000, 13,097.000 LF 19.70000 258,010.90 20.00000 261,940.00 25.00000 327,425.00 Page 25 of 122

Historical Item Averages 2020

-ENDWALL,INDEX 261/430-011,1:4 SLP, 24" 0430610223 1 $3,809.35 $3,809.35 1.000 EA N U-ENDWALL, 261, 77,042.000 LF N FLOATING TURBIDITY BARRIER 0104 12 41 $7.80 $261,248.34 33,492.000 LF N STAKED TURBIDITY, , TYPE E, MODIFY 0425 1561 17 $4,450.09 $391,607.87 88.000 EA N INLETS, DT BOT, TYPE F, 10' 0425 1563 1 $5,467.24 $10,934.48 2.000 EA N INLETS, DT BOT,TYPE F, J BOT, 10' 0425 1573 1 $13,392.15, , 261/430-011,1:3 SLP, 30" 0430611325 4 $3,779.06 $68,023.00 18.000 EA N U-ENDWALL, BAFF, 261/430-011,1:2

Historical Item Averages 2021

$4,768.25 $367,155.46 77.000 EA N INLETS, DT BOT, TYPE F, 10' 0425 1563 2 $7,740.00 $30,960.00 4.000 EA N INLETS, DT BOT,TYPE F, J BOT, 10' 0425 1573 2 $7,853.13 $125,650.00 16.000 EA N INLETS, DT BOT, \GR 260/430-010,1:4 SLP,18" 0430610133 1 $4,000.00 $4,000.00 1.000 EA N U-ENDWALL,INDEX 261/430-011,1:4 SLP, 30" 0430610325 2 $2,027.27 $22,300.00 11.000 EA N U-ENDWALL, 261/430-011,1:2 SLP, 18" 0430611025 3 $3,522.00 $14,088.00 4.000 EA N U-ENDWALL,INDEX 261,BAFFLES,1:6 SLP, 18" 0430611029 1

Historical Item Averages 2022

PAVT,1 1/4" AVG DEPTH 0327 70 13 14 $3.34 $872,983.94 261,726.000 SY N MILLING EXIST ASPH PAVT,1 3/4, , TYPE F, 10' 0425 1565 1 $8,546.66 $8,546.66 1.000 EA N INLETS, DT BOT,TYPE F, PARTIAL 0425 1569 2 $15,625.00 $31,250.00 2.000 EA N INLETS,DT BOT,TYPE F,MODIFY 0425 1571 5 $14,062.50 $112,500.00, $11,822.60 1.000 EA N U-ENDWALL, 261 / 430-011,1:3 SLP, 15" 0430610229 1 $2,876.83 $2,876.83 1.000, , 261/430-011,1:2 SLP, 18" 0430610329 1 $6,400.00 $6,400.00 1.000 EA N U-ENDWALL, 261/430-011,1:2 SLP

PCSCN53A

ITMSEG-F W_BMP W_EMP RW FY-F WKMX-F (PMRS) 53002000 0.000 10.256 R 4 1 70 CRACKING 10.0 9.0 8.5 7.0 5.5* 3.5* 1.0* 0.0* 10.0 10.0 10.0 10.0 8 I10 126.8 137.1 2 29.5 26187 RIDE 9.0 8.9 8.7 8.7 7.9 7.6, 8 I10 126.8 137.1 2 29.5 26187 RIDE 9.1 9.0 8.8 8.7 7.7 7.2 6.7 6.5 8.5 8.5 8.5 8.4 FC5M 4152581

20250107_207580-4_SR26_26130

 1 of 3 Mainline F C 1 2 . 5 S P 1 2 . 5 S S T D e p t h ( i n . ) T y, 1.8 1.9 3.7LR=10.8"1.8B IB L P 3 1.100 R1O 1.6 1.8 3.4 LR 2.6S II L F 4 1.600 R1O 1.6 1.5 3.1 LR 1.6S IB L F 5 2.100 R1 N 1.5 2.8 4.3 LR 2.2B IB L P 6 2.600 R1 I1.7 2.6 4.3 LR 2.0B II M P, "1.9B IB L P 140.119 R2O 1.8 1.3 3.1 LR F 150.700 R2 I1.6 1.5 3.1 LR F 161.200 R2 I1.7 1.9 3.6LR=10.4"1.7S IB L F 171.700 R2 I1.9 2.7 4.6 LR 2.0B II L P 182.200 R2O 1.5 2.7 4.2 LR 1.5B II L P SLR

FEC-Railroad-Grade-Separation-Feasibility-Study

and School Locations Appendix F – Public Right of Way in Vicinity of Crossings Appendix G – Conceptual, Yes Yes Yes No Major S Colorado Avenue 272347J 261.63 At Grade 1 65 3 1 17 0.083 222 30 70/80 12, 1,263,114 Comm Yes Yes Yes Yes No Significant SW 2nd Street 272953P 261.43 At Grade 0 15 2 0 5, No Moderate SE MLK Blvd. 272348R 261.96 At Grade 0 6 1 0 4 0.020 894 30 70/110 12 54 No Yes No 10, of each of the mapped graphics provided in Appendix F and a determination of “Yes” or “No” was made

2023FDMPart2DesignCriteria

2025FDMPart2DesignCriteria

CR557_90%_Drainage_Design_Documentation

– 8 Recovery Analysis11 APPENDIX E: Floodplain Impact and Compensation Calculations1 APPENDIX F

E8U84BidTabs

:FLORIDA-IBEAM36" LF 0070 045534 5 640.000 PRESTRESSEDCONCRETEPILING, 2 4 " L F S Q 0 0 7 5 0 4, 500.00000 284,500.00 520.00000 295,880.00 460.00000 261,740.00 300.00000 192,000.00 310.00000 198,400.00, Ext Amount Unit Price Ext Amount 450.00000 130,500.00 900.00000 261,000.00 575.00000 166,750.00, 1 . 0 0 0 E M B A N K M E N T C Y F l o r i d a Department of Transportation Tabulation of Bids, R P A V E A S P H A L T I C C O N C , T N T R A F F I C B F l o r i d a D e p a r t m e n t o f

20240520_427475-2_SR9_74160

4.2 4.2ABC=8.3 F 250.400 IL N 4.0 4.0 LR F 261.300 IL N 2.7 2.7 LR F 270.300OL N 4.6 4.6ABC=6.04.6B, 2.4B IIIM P 2 0.500 R1 I 1.1 5.5 6.6 LR=14.2" F 3 0.775 R1 I 1.2 4.8 6.0 LR F 4 1.200 R1 I 0.9 5.2 6.1 LR F 5 1.700 R1 I 1.1 6.1 7.2 LR F 6 0.462 R3 I 1.0 4.9 1.2 1.0 2.1 10.2 LR 1.0B IB L F 7, 1.0 4.3 0.7 2.0 8.0 LR=10.0" F 101.800 R3O 0.9 3.7 0.8 1.0 2.0 8.4 LR F 110.400 L1 I 1.2 6.7 7.9 LR F 120.839 L1 N 0.9 5.9 6.8 LR F 131.300 L1 N 1.0 5.7 6.7 LR=15.8" F 141.850 L1 I 0.7 5.5 6.2 LR

20200312_446047-2_SR9A_72002

LR=8.8 F 2515.477 IR N 2.4 2.4 LR F 2613.840OR N 2.5 2.5 LR F 2714.900OR N 3.9 3.9 LR F, h T y p e C l a s s E x t e n t 113.600 R1 I 1.0 5.0 6.0 LR F 214.100 R1 N 0.8 5.4 6.2 LR F 314.600 R1 I 0.8 5.4 6.2 LR F 415.100 R1 N 0.8 5.1 5.9 LR=14.1 F 515.477 R1 N 0.7 4.1, 713.840AccelO 1.0 4.0 5.0 LR=12.6 F light raveling 814.300 R2 N 0.8 4.9 5.7 LR P super elevated/moderate, moderate raveling 1115.780AccelO 1.1 2.8 3.0 6.9 LR F light raveling 1213.436 L1 N 0.8 4.0 4.8 LR 2.6B

2024FDMPart2DesignCriteria

Beautification Grants

6 North Bay Village North Bay Village Beatification Grant 2024-2025 SR 934 79 St / John F. Kennedy, Beautification Grant East - Dania Beach SR A1A Dania Beach Blvd $149,190 $261,190 $112,000.00 8 6 City

Pt2Ch20-073124_clean

§ 261.30, 40 CFR § 261.4, 40 CFR §§ 261.21-261.24, Section 376.301, F.S., and Section 403.74, F.S., §§ 261.1 - 261.41 , have been disposed, treated, or stored. Lead-Based Paint (LBP) - Paint or other, in Chapters 62-730 and 62-780, Florida Administrative Code (F. A.C.) , respectively. The 1988

Segmental_Load_Rating_Example_Vargas_Redacted

 7 2 0 5 C o r p o r a t e C e n t e r D r i v e S u i t e 2 0 1 M i a m i , F l o r i d a 3 3 1, S t a t u s B u i l t T h i s 0 1 - 0 2 - 2 0 1 9 s u m m a r y f o l l o w s t h e F D O T B r i d g e L o a d R a t i n g M a n u a l ( B L R M ) , a n d t h e F D O T B M S C o d i n g G u i d e . * R e c o m m e n d e d S U P o s t i n g l e v e l s f o r F l o r i d a S U t r u c k s a d e q u a t e l y r e s t r i c t s A A S H T O S U t r u c k s ; s e e B L R M C h a p t e r 7 . f d o