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44897315201-PLANS-01-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 I T A L L Y S, 0 4 , F . A . C . 3 / 8 / 2 0 2 4 6 : 5 0 : 5 9 A M FT LAUDERDALE MIAMI, : ROADWAY PLANS P : \ O R D _ F D O T \ W o r k S e t s \ F D O T \ 4 4 8, 448973-1-52-01 OKEECHOBEE SR 15 3 / 8 / 2 0 2 4 P : \ O R D _ F D O T \ W o r
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OF I-75 SB OFF RAMP 10075318 11 19.411 ML L3 Y 1.3 1.1 3.3 5.7 14.3 F MAINLINE I-75 SB ON RAMP 10075320 12 19.497 ML L2 Y 0.7 2.4 0.6 3.6 0.5 0.6 8.4 6.5 12.0 8.4 B II L F 13 19.498 ML L3 Y 1.0 1.8 0.4 1.8 5.0 15.0 F 15 19.663 ML R3 N 0.6 5.0 5.6 10.5 F MERGE LANE OFF OF I-75 SB OFF RAMP 10075324, 1.0 2.5 0.5 1.5 5.5 7.5 F 20 19.833 ML R3 N 0.7 2.6 0.5 2.2 6.0 10.0 12.0 F 26 19.966 ML L3 Y 0.8, 1.0 1.0 0.5 2.3 5.8 8.5 F 35 20.284 ML R1 N 0.6 1.1 1.3 0.6 2.0 5.6 10.0 F 39 20.290 ML L3 Y 1.0
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With (3) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Arm Type Pole Type Financial Project ID Standard Design Arm Wall Thickness (in.) Pole Wall Thickness (in.) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Financial Project ID Special Design (See Sheet 2, Sheet 6) Pole Top 2 ' - 6 " 0 . 1 4 i n / f t T a p e r ( T y p, as the arm connections 1. Lower quadrant of the arms. f. Locate longitudinal seams weld along
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With (3) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Arm Type Pole Type Financial Project ID Standard Design Arm Wall Thickness (in.) Pole Wall Thickness (in.) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Financial Project ID Special Design (See Sheet 2, Sheet 6) Pole Top 2 ' - 6 " 0 . 1 4 i n / f t T a p e r ( T y p, as the arm connections 1. Lower quadrant of the arms. f. Locate longitudinal seams weld along
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h T y p e C l a s s E x t e n t 1 11.000R1N 1.3 2.9 0.9 5.1 R=9.0 F 2 11.145R1 I, 10.931L2 N 1.6 2.0 2.6 6.2 R=12.5 F 8 11.200L2 N 1.4 1.9 0.5 3.8 R=8.6 F 9 11.060OR N 1.3 2.1 3.4 R=4.5 F 1010.931OLN 1.9 3.5 5.4 R=5.5 F 1111.145CTLN 1.2 2.0 3.2 R F 1211.094RTON 3.2 3.2 LR F 1311.181LTON 2.9 2.9 LR F A111.000IR N 1.0 R=reclaimed cement base Pavement Evaluation Coring, 160.900 R1N 1.6 2.3 3.9 LR F 171.339 R1O 1.5 1.5 1.8 4.8 LR 1.5B II M P 181.683 R1N 1.4 2.3 3.7 LR
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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 . 1 / 1 6 / 2 0 2 3 1 : 2 3 : 3 3 P M FT LAUDERDALE, o o t . l o c a l \ O f f i c e s \ O r l a n d o \ P r o j e c t s \ _ C o n n e c t \ W O R K S E T S \ F D O T \ 4 4 7 8 7 7 1 5 2
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-initiated changes should be expected at this level. (3) Final (F): All drawings and designs, Plans Set Key Sheet P P C F Signature Sheet P C F Drainage Map P P C F Typical Sections P C C F Model Management C C C F Project Control P C C F Roadway Plan-Profile P P C F Traffic Monitoring Site P C F Drainage Structures P C F Stormwater Facility Plan P C F Drainage Map P P C F Roadway Soil Survey P C F Roadway Cross Sections P P C F Temporary Traffic Control Plans P P C F Utility
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0.9 2.7 0.7 7.7 4.5 3.1 C III S F SAHM Fell Apart 26 14.931 ML R1 Y 1.6 1.4 0.5 1.1 3.1 0.3, F SAHM Fell Apart 30 15.431 ML R1 Y 1.1 1.8 0.6 1.2 5.2 0.5 10.4 4.8 3.2 C III S F SAHM Fell Apart 32 15.659 ML R1 Y 1.4 1.5 0.6 2.1 5.9 0.3 11.8 3.1 5.1 C III S F SAHM Fell Apart 34 15.909, 9.4 4.3 12.0 3.3 C III S P SAHM Fell Apart 40 16.674 ML R1 N 1.6 6.1 0.5 0.9 2.6 0.6 12.3 4.0 F, 17.166 ML R1 N 1.3 3.2 0.5 3.5 5.0 0.6 14.1 3.4 12.0 F 46 17.414 ML R1 Y 1.5 6.3 0.6 5.7 1.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250213_451103-1_sr-31_01030.pdf?sfvrsn=4e88f725_1Response of prestressed UHPC piles subjected to flexural loads - Final Draft
5 F igure 2: Details for tested UHPC piles: (a) 18-inch square pile cast at Durastress, (b) 30-inch, ........................................................................... 1 7 F igure 3: 18-in. square UHPC pile fabrication, 8 F igure 4: Concrete pouring into the H-Pile forms ...................................................................................... 1 9 F igure 5: H-Pile after removal of forms, 9 F igure 6: Balls of unmixed steel fibers
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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, 1.1 2.1 1.4 4.6 LR 2.5B II S P 2913.533 L2 O 1.5 2.0 3.5 LR 1.8B II L F 3013.914 L2 O 1.5 0.9 2.1
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6 0.230 L1 N 0.6 2.2 3.0 5.8ABC=8.8"2.5B II M P 7 0.065 OR N 0.8 1.6 2.4 LR F 8 0.230 OL N 1.0 1.6 2.6 LR=5.1" F A10.191GOREN 0.9 1.5 5.2 7.6SBRM=6.5"2.5B III M P A20.300LRTTLO 0.8 2.8 3.6 LR F, " F 18 6.662 R1 N 0.9 1.3 2.1 1.0 5.3 SBRM=6.5"0.9 B II M P 19 7.087 R1 O 1.2 1.2 3.5 5.9 ABC=7.0"1.3 B II M P 20 7.400 R1 O 0.7 1.4 2.1 1.0 5.2 SBRM=5.8" F 21 7.900 R1 N 1.3 1.8 2.0 0.9 6.0 SBRM, M P 27 4.000 L1 O 0.9 1.1 2.3 1.1 5.4 SBRM=7.5"0.2 B IB L F 28 4.500 L1 N 0.7 2.2 1.3 1.2 5.4 SBRM
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F L O R I D A ' S 5 / 6 / 2 0 2 4 7 : 0 6 : 2 0 P M FT LAUDERDALE, Q R A J . A E S O J 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 IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. RESPONSIBLE FOR THE FOLLOWING SHEETS, NUMBER: JOSE A. JARQUIN, P.E. 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
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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
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Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F and 600, F2136 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure time, , Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F 100 years (95% lower confidence) using 15 failure time values (4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/9480000-721impl.pdf?sfvrsn=fc67aa88_29480000.origind
, Procedure A 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure, Corrugation (1) , (molded plaque) ASTM F2136 10% Igepal solution at 122°F and 600 psi applied, temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower, at duration equal to or greater than the following criteria: 110.0 hr at 176°F 650 psi 430.0 hr at 176°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9480000.origind.pdf?sfvrsn=7aba3cf7_09480000.FHWA
A 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure time, Corrugation (1) , (molded plaque) ASTM F2136 10% Igepal solution at 122°F and 600 psi applied stress, 5, /stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using, to or greater than the following criteria: 110.0 hr at 176°F 650 psi 430.0 hr at 176°F 450 psi
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9480000 All Jobs Table 948 -1 Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F, plaque) 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure, , Procedure B and FM 5-573 Full Test Test at 3 temperature/stress combinations: (2)(3) 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15 failure time values
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FM 5-572, Procedure A 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates, 13.0 hours. Pipe Corrugation (1) ASTM F2136 , (molded plaque) 10% Igepal solution at 122°F, temperature/stress combinations: (2)(3) 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95, at duration equal to or greater than the following criteria: (4) 110.0 hr at 176°F 650 psi 430.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480000.fhwa.pdf?sfvrsn=cdf23697_02024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
d . H a r d e n B l v d . A v e . F l o r i d a Exit 28 Exit 32 Exit, LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O R I D A ' S BEACH LINE, PLANS DEPARTMENT OF TRANSPORTATION 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, . 0 0 4 , F . A . C . STA. 11+53.93 CSX CROSSING NO. 624289R BEGIN PROPOSED BRIDGE TBD
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CITY LAKE F L O R I D A ' S BEACH LINE CONTRACT NO. CONSTRUCTION MICHELLE BUITRON, P.E., ENGINEERING GROUP, INC. DEEANGELA R. TJIKUENI, P.E. NO.: 68301 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, 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . S-1 S-5 S-4 S-3 S-2 S-1 SHEET, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION T H E O F F I C I A L R E C O R D O F
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