358 search results for f 261
Median Width DVM 447880-1 (Signed)
K F L O W B A C K F L O W B A C K F L O W 258 259 260 261 262 263 £ SURVEY, Not at Intersection N 0 1 26184119 4.134 12/9/2023 SAN CARLOS BLVD KELLY RD Motor Vehicle in Transport Left, in Transport Rear End Daylight Clear Dry Non-Junction Not at Intersection N 0 0 26184530 3.638, Access Related Not at Intersection N 0 0 26183611 3.388 11/26/2023 SAN CARLOS BLVD CINNAMON COVE, COURSE FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) LIMITS OF CONSTRUCTION EXIST. TYPE F C&G NATURAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/median-width-dvm-447880-1-(signed).pdf?sfvrsn=79a40438_116140000 - MP 0.517 - Intersection Safety Study FINAL - 09-14-2020
.................................................................................................................. 4 F i gure 2: Crash Distribution at SR 544 and 42 nd Street/Charlotte, 4.90 2013 24000 F E 12000 W 12000 9.00 55.90 4.80 2012 24000 C E 12000 W 12000 9.00 55.80 4.80 2011 26000 F E 13000 W 13000 9.00 55.70 4.70 2010 26000 C E 13000 W 13000 9.55 56.07 4.70 2009 27000, = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH, 13700 S N 6900 S 6800 9.00 53.30 9.60 2015 12900 F N 6500 S 6400 9.00 55.70 9.60 2014 12300 C N 6200
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/16140000---mp-0-517---intersection-safety-study-final---09-14-2020.pdf?sfvrsn=b1c04780_1SR 710 Feasibility Study (FINAL) S&S
Martin Highway) Realignment Signal Warrant Analysis Appendix F – SE 126th Boulevard at CR 714 (SW, i n g h a v e n A v e SW Tommy Clements St SW Amaryllis Ave F a r m D a i r y, St SW Amaryllis Ave F a r m D a i r y R d End Project Begin Project St. Lucie, i n g h a v e n A v e SW Tommy Clements St SW Amaryllis Ave F a r m D a i r y, Amaryllis Ave F a r m D a i r y R d End Project Begin Project St. Lucie County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/sr-710-feasibility-study-(final)-s-s.pdf?sfvrsn=ca933138_1fm1-t030
laboratory compaction temperature + 9 F (+ 5 C) and not less than 221 F (105 C, a x % D i f f e r e n c e B e t w e e n T w o T e s t s Dense Graded, 11.00 0102030405060708090100 % Passing (Average of Two Labs) M a x % D i f f e r e n, 261.39765.33 271.45775.32 281.52785.30 291.58795.26 301.65805.22 311.72815.16 321.80825.09
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t030.pdf?sfvrsn=caf7f699_9Section24V2-724cln
-hazardous as defined by RCRA Subpart C rules, Table 1 of 40 CFR 261.24 Toxicity Characteristic. 2. Pull, the contaminants listed in CFR 261.24Table 1 of 40 . The report shall include a statement signed, CFR 261.24 Toxicity Characteristic. 2.4.6.2 Bar Reinforcement-Concrete Pull Out Tests, Revised: July 1, 2024 Polymer Slurry Products in Drilled Shaft Construction 2-4-4 f) Immediately
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/urlinspecs/july24/section24v2-724cln.pdf?sfvrsn=e6c08680_120210623_210030-2_SR19_76020
1.6B II M P 2 11.782R1 I 1.1 1.6 3.7 6.4 LR=9.0 6.4B II M P 3 12.026R1 N 1.6 0.4 0.6 2.6 LR F 4, 1.4 1.5 0.5 0.6 0.7 4.7 LR 2.7B II L P 1114.900R1 I 1.7 1.5 0.5 0.5 4.2 LR F 1215.206R1 N 1.7 1.6, 0.5 1.8 5.8 LR F 1917.600R1 O 1.8 1.6 0.5 3.9 LR 2.4B II M P 2017.990R1 O LR B II M P small, 2419.200R1 N 1.5 1.5 0.5 3.8 7.3 LR B II M P 2519.600R1 O 1.6 2.1 3.7ABC=9.7 P 2619.850R1 O 1.5, =11.01.5B IIIM P 4517.800 L1 N 1.5 1.7 0.5 1.3 5.0 LR F 4618.137 L1 O 1.5 1.1 0.5 1.9 5.0 LR 2.9B IIIM P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20210623_210030-2_sr19_76020.pdf?sfvrsn=cc913bc3_3454941 Technical Scope
roadway with 12-ft travel lanes; 22-ft raised median with type F curb and gutter; existing type F, provided in FDM 261.8. Replacement shall be considered since the existing signal span structure, guidance provided in FDM 261.8. Replacement shall be considered since the existing signal box span, evaluation and structural analysis guidance provided in FDM 261.8. Replacement shall be considered, load modifications are anticipated for the existing mast arms. Per FDM 261.8.1, a condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/454941-technical-scope.pdf?sfvrsn=668aed8f_120241216_436157-4_SR25_26010
1 of 4 Mainline F C 1 2 . 5 S P 1 2 . 5 T - 1 B I N D E R D e p t h T, 14.300R1 I 1.2 0.5 1.9 3.6LR=100.2S IB L F 3 14.707R1 I 1.7 1.5 1.0 4.2 LR 2.6S IB L P 4 14.800R1 I, 5.3 LR 5.3B II L P 1415.000R2N 1.2 0.6 1.7 3.5 LR 1.2B IB L F 1515.541R2N 1.3 0.6 1.4 3.3 LR 1.5B, of 4 Mainline F C 1 2 . 5 S P 1 2 . 5 S T - 1 B I N D E R D e p t h T, 2616.291 L1 I1.1 1.8 1.2 4.1 LR 4.1B II S P 2716.511 L1 I1.2 1.4 1.6 4.2LR=9.31.5B II M P 2817.300 L1 O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20241216_436157-4_sr25_26010.pdf?sfvrsn=922d471c_120240430_210292-3_SR320_34150
p t h T y p e C l a s s E x t e n t 1 0.840 R1 O 1.2 6.0 0.6 7.8 LR F 2 1.300 R1 I 1.5 0.5 2.9 0.6 5.5 LRSTAB 0.1BrchIB L F 3 1.800 R1 O 1.6 0.5 5.9 0.6 8.6 LRSTAB 8.6 B II M P 4, LR 12.6 G 261.800 OR N 1.8 1.8 LR 1.8 S IB L G 272.800 OR N 1.6 1.6 LR G 283.817 OR N 1.5 1.5 LR, LR G 366.000 OLN 1.5 1.5 LR = 10.8" G 372.362 RTON 2.6 2.6 LR F 385.355 RTON 1.3 1.3 LR P, " F 426.535 R1 O 2.2 2.0 4.2 ABC = 6.5"2.2 B II M P 436.535 OR N 1.7 1.7 LR G 446.587 GORE N 1.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20240430_210292-3_sr320_34150.pdf?sfvrsn=c8d258af_12024 EVIDP Final Updated.v2
TBD* TBD* 42 261124 I-275 2300 Grand Cypress Dr, Lutz, FL 33559 6 Electrify America TBD* TBD, Determination? 43 261416 I-4 8200 Vineland Ave, Orlando, FL 32821 6 Electrify America TBD* TBD* 44 261479 I-10 9200 FL-228, Macclenny, FL 32063 4 FPLEV TBD* TBD* 45 262608 US-1 3174 NW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/emergingtechnologies/evprogram/2024-evidp-final-updated-v2.pdf?sfvrsn=e17b0918_144893815201-ESTIMATES-QUANTITIES (1)
Description Units of Measure P F P F Design Notes Construction Remarks 0101 1 Mobilization LS 1 1, of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes, Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0710 11, (TL-2 or TL-3) Length Restriction (FT) Width of Hazard (IN) P F P F Const. Phase Alignment, Description Units of Measure P F P F Alignment Begin Station End Station Side Element ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities-(1).pdf?sfvrsn=6a0bcd8_144893815201-ESTIMATES-QUANTITIES
of Measure P F P F Design Notes Construction Remarks 0101 1 Mobilization LS 1 1, Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0710 11 131 Painted, Restriction (FT) Width of Hazard (IN) P F P F Const. Phase Alignment Begin Station End, of Measure P F P F Alignment Begin Station End Station Side Element ID Design Notes Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities.pdf?sfvrsn=e8c5fa55_12024 FDM Complete
, including eligibility and service requirements, are contained in 49 CFR Part 37, Subpart F. Pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_92023 FDM Complete
and service requirements, are contained in 49 CFR Part 37, Subpart F. Pedestrian Access Route, and entered into on this dayof , 20 , by and between the STATE O F FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023-fdm-complete.pdf?sfvrsn=b3c97f6a_42025 FDM Complete
the definitions provided in this chapter. 102.2 F DM Definitions Access Classification, , and the data is immediately available for use. All available data in the Signal F our Analytics, , are contained in 49 CFR Part 37, Subpart F. Pedestrian Access Route A continuous and unobstructed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025-fdm-complete.pdf?sfvrsn=624b0e74_10E8U74
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 OF SERVICE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may10/e8u74.pdf?sfvrsn=e5a90fae_1E54C4BidTabs
22.00000 8,800.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 1,200.000 LF 38.00000 45,600.00, 261.25000 22,206.25 $523,806.25 $477,720.00 $495,700.00 Section Totals: 0001 CONCRETE REPAIR (CY, 24,000.00 55.00000 22,000.00 45.00000 18,000.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 1,200.000, & GUTTER, TYPE E 400.000 LF 40.00000 16,000.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e54c4bidtabs.pdf?sfvrsn=f1b8dccb_1Historical Item Averages Statewide 6 Months
, PARTIAL 0425 1521 17 $6,889.40 $261,797.08 38.000 EA N INLETS, DT BOT, TYPE C,10' 0425 1523 4, 0430611025 1 $6,000.00 $18,000.00 3.000 EA N U-ENDWALL, INDEX 261/430-011, BAFFLES, 1:6 SLOPE, 18"PIPE 0430611125 3 $5,016.83 $60,201.91 12.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:4 SLOPE, 18"PIPE 0430611225 3 $12,510.48 $37,531.44 3.000 EA N U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 261/430-011, 1:2 SLOPE, 18"PIPE 0430611329 1 $5,800.00 $5,800.00 1.000 EA N U-ENDWALL WITH BAFFLES
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-6-months.pdf?sfvrsn=9cf2a23f_182021_Raised Pavement Marker (RPM) Assessment Using Highway Speed Mobile Retroreflectivity Technology
Form DOT F 1700.7 (8-72) Reproduction of completed page authorized iv EXECUTIVE SUMMARY Raised, Figure 6-7. 26130000 RCL RPM measurement verification site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_raised-pavement-marker-(rpm)-assessment-using-highway-speed-mobile-retroreflectivity-technology.pdf?sfvrsn=d5804b1a_12024FDM242TrafficPacing
2083 90.60% 7 - 8 2617 113.80% 19-20 1820 79.10% 8 - 9 2571 111.80% 20-21 1484 64.50% 9 -10 2408, % 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 VARIATION, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm242trafficpacing.pdf?sfvrsn=2852f944_1