9038 search results for f
20250318_429551-4_SR200_72140
n . ) T y p e C l a s s E x t e n t 130.140 R1 I 1.6 1.1 1.8 1.7 0.6 6.8 LR F 140.272 R1 O 1.6 1.2 2.8 LR=8.1" F 150.089 L1 I 1.7 1.1 1.6 1.4 0.5 6.3 LR=8.4" F 160.225 L1 O 1.8 1.8 3.6 LR F 170.334 L1 I 1.7 1.5 2.7 LR F 180.272 OR N 1.3 1.3 LR F 190.382 OR N 1.5 1.5 LR=5.5" F 200.225 OL N 1.8 1.8 LR=7.0" F 210.382 RRTTL O 1.6 1.3 2.9 LR F ELEV CURVE 220.390 RLTTL O 1.4 1.6 3.0 LR=8.0" F 230.002 RTO N 2.5 2.5 LR F RAV = RAVEL SPA = SPALL SHOV = SHOVING SEP
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B II M P 7 0.896 ML R1 Y 1.3 1.2 0.6 2.3 5.4 13.0 2.6 B II M F 8 1.077 ML R1 N 1.0 0.7 1.7 UNKN F 9 1.077 ML L1 N 1.2 1.2 UNKN F Bridge approach concrete base 10 0.925 ML L1 Y 1.0 1.5 0.5 0.6 0.4 4.0 13.0 F Bridge departure concrete base 11 0.576 ML L1 Y 1.2 1.1 0.5 0.9 3.7 11.0 10.0 2.5 B II M F 12 0.425 ML L1 Y 1.2 1.0 0.4 0.7 0.5 0.7 4.5 12.0 3.0 B II M F 13 0.182 ML L1 N 0.9 1.4 0.4 0.4 0.6 3.7 12.0 F AVERAGE 1.05 1.31 0.48 0.56 1.44 0.68 4.42 10.89 11.00 3.34 MAX 1.30 2.00 0.70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250418_451106-1_sr-710_91060.pdf?sfvrsn=fae801c0_120240315_450644-1_SR 5A_79190
D a t e : P a g e N o . : 1 o f 3 T o : S R 5 ( U S 1 ) L e n g t h : 3 . 9 1 0 m i l e s F C - 6 T y p e S P C o r e L e n g t h, l i n g o n e d g e o f l a n e 2 1 4 . 6 8 3 8 . 8 L 2 X 2 . 1 2, 1 1 + F l e f t t u r n i n g l a n e i n t o p a r k i n g l o t, P 6 1 4 . 6 5 3 9 . 1 R 2 X 2 . 1 2 . 1 4 . 2 L R N / A F M o v e
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T I O N COMMENTS 1 0.031 ML R1 Y 1.4 2.8 4.2 11.3 F 6 0.078 ML L1 N 1.5 3.5 5.0 10.0 2.9 B II L F 8 0.105 ML R2 N 1.0 3.3 4.3 8.7 14.0 2.8 B III S P 9 0.135 ML L2 N 1.1 3.9 5.0 11.8 2.5 B III S F 10 0.156 ML R2 Y 1.5 3.2 4.7 12.6 3.3 B III S P 11 0.173 ML L2 Y 1.7 4.2 5.9 11.6 5.6 C II S P DMO Loc. (3) was on water main. Core moved. 12 0.205 ML L1 N 1.5 3.8 5.3 14.2 F 13 0.217 ML R1, M F 17 0.267 ML R2 Y 1.1 3.6 4.7 17.6 4.7 C III M F 18 0.396 ML R1 Y 1.2 3.0 4.2 13.8 15.0 F 19
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0 7 S - 1 0 8 P - 1 0 8 S - 2 0 9 S W M F # 2 A A B B C D C D 1 5, . 3 4 . 0 0 T O P O F B A N K S W F C O N T R O L E L . 3 1 . 0 0 B O T T O M E L . 2 5 . 7 5 P O N D B O R E H O L E 0 1 P O N D B O R E H O L E 0 2 F e n c e G a t e A 8 8 . 0 0 ' R T . 7 0, ' S W F C O N T R O L E L . = 3 4 . 0 0 ' E L . = T O P O F B A N K 1 2 P O N D B O R E H O L E, 1 : 4 1 : 6 2 5 . 7 5 ' B O T T O M E L . 3 1 . 0 0 ' S W F C O N T R O L E L . 3 4 . 0 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm917stormwaterfacilities.pdf?sfvrsn=8ba57b8_120240318_450638-1_SR 482 (Sand Lake Rd.)_75002
(in.) Depth (in.) Type Class Extent 1 6.717 9 L3 X 2.0 2.7 4.7 LR 12.1 2.0 SL I L F 2 5.107 10 L3 X 0.9 4.3 5.2 LR 10.8 B BR I L F 1.4" Type II included with Type S thickness 3 4.895 7 L3 1.0 2.4 3.4 LR 10.6 B BR I L F 4 4.899 8 R3 2.0 1.5 3.5 LR 10.5 - - - - - - - - F 5 5.077 11 R3 X 2.5 2.1 4.6 LR 15.7 B SL I L F 6 6.555 3 R3 X 1.1 3.6 4.7 LR 15.3 4.0 BR I L F 7 6.713 3 R3 X 1.9 1.6 12.9 ABC 9.4 0.7 BR I L F Core Separated at ~2.0" Down From Top 8 6.797 4 RRTL X 1.0 2.3 3.3 LR 14.5 1.3 BR I
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N 0.8 1.9 1.7 0.9 5.3 9.0 0.0 F 11 7.815 ML R1 N 1.0 1.8 1.6 0.6 5.0 9.0 0.0 F 12 7.904 ML R1 N 0.8 1.5 1.4 3.7 10.0 0.0 F 13 7.977 ML R1 Y 0.9 1.6 1.4 3.9 10.0 0.0 F 14 8.053 ML R1 Y 1.0 1.7 1.0 3.7 10.0 0.0 F 15 8.136 ML R1 Y 1.2 1.3 1.4 3.9 10.0 0.0 F Patched Area 16 8.223 ML R1 N 1.0 1.4 1.4 3.8 11.5 13.0 F 17 8.319 ML R1 Y 0.9 1.9 1.4 4.2 6.3 0.0 F 18 8.396 ML R1 N 1.4 2.5 3.9 10.5 0.0 F 19 7.767 ML R2 Y 0.7 1.5 1.3 1.0 4.5 10.0 0.0 F 20 7.796 ML R3 Y 0.8 1.3 4.7 6.8 4.0 0.0 P
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II L P Crack approx. 22' long 19 5.599 R1 RWP 6.0 9.0 - 2.8 1.0 SL I M F Crack approx. 16' long 18 5.413 R1 RWP 6.8 8.3 - - - SL I L F 17 5.291 R1 LWP 5.5 9.8 II S F Crack approx. 10' long Crack approx. 1' long 16 4.279 R1 RWP 4.2 - 7.5 - SL SL I L F 15 3.756 R1 RWP 4.2 - 8.3 - - SL I L F Crack approx. 26' long 14 3.491 R1 RWP 5.5 - 10.0 10.8 - SL II M F 13 3.425 R1 RWP 5.8 - I M F, . 23' long 10 2.215 R1 RWP 3.7 - 7.8 8.0 1.2 SL I M F 9 2.102 R1 RWP 6.0 - II M F Crack approx
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/70-brevard/20240513_4535401_4535411_sr407_70471.pdf?sfvrsn=f5f115c_1MPOACs-Opportunity-to-Enhence-the-Definition-of-Floridas-Freight-PrioritiesJan2617
MPOAC’s O p p o r t u n i t y t o E n h a n c e t h e D e f i n i t i o n o f F l o r i d a ’s F r e i g h t P r i o r i t i e s FLORIDA METROPOLITAN PLANNING ORGANIZATION ADVISORY COUNCIL, that can come from regional, state, and federal programs. S i n c e 1 9 9 1 , t h e F e d e r a l H i g h w a y A d m i n i s t r a t i o n ( F H WA), through the US Department of Tr a n s p o r t a t i o n, n g a g e d i n f r e i g h t t r a n s p o r t a t i o n p l a n n i n g , e n c o u r a g i n g M
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MPOAC’s O p p o r t u n i t y t o E n h a n c e t h e D e f i n i t i o n o f F l o r i d a ’s F r e i g h t P r i o r i t i e s FLORIDA METROPOLITAN PLANNING ORGANIZATION ADVISORY COUNCIL, that can come from regional, state, and federal programs. S i n c e 1 9 9 1 , t h e F e d e r a l H i g h w a y A d m i n i s t r a t i o n ( F H WA), through the US Department of Tr a n s p o r t a t i o n, n g a g e d i n f r e i g h t t r a n s p o r t a t i o n p l a n n i n g , e n c o u r a g i n g M
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A v e P F S F S FS J FS 3 0 1 B l v d . 70 G U L F r A I L W A Y S, TO STATE OF � � � No 61661 E S N E C I L A D I R O L F R E E N I G N E L A N O I S S E F O R P O D A G L E D . C O I L U J MANATEE COUNTY 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 I G N E D A N D S E A L E D
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UTILITIES' RGBs PLAN SHEET 2-30 KEY SHEET 1 LOCATION OF PROJECT F L O R I D A ' S 4, OF RECORD: ROADWAY PLANS c : \ p w w o r k i n g \ u s f l \ d m s 2 4 6 1 8, LIMITS: NONE RAILROAD CROSSING: ications 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, 3 . 0 0 4 , F . A . C 1 SR 45 (US 41/ TAMIAMI TRAIL) EXIST. R/W EXIST. R/W 1
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: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o m, q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l a n i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/bstructures.pdf?sfvrsn=1b96a8ae_3BStructures
: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o m, q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l a n i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/bstructures.pdf?sfvrsn=bd9e5971_1BStructures
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o, t r e q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/bstructures.pdf?sfvrsn=80a6fc61_1453559 TSP_draft
OF � � � No 69241 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T . A A I N E V A L LAVENIA A. TOOLE, P.E. NO. 69241 BARTOW, FL, 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 I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C
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Widening crack, 1/2 ABC 1/2 SAHM 7 5.185 ML R1 Y 1.2 2.7 2.1 6.0 6.0 1.2 A IB L F SAHM fell apart 9, A II M F 20 7.354 ML R1 Y 1.2 2.8 1.5 5.5 5.0 5.5 C II M P Widening crack, 1/2 ABC 1/2 SAHM 22, 18.0 F 35 9.645 ML L1 Y 1.2 2.4 1.7 5.3 5.0 5.3 A IB M P SAHM fell apart 38 9.001 ML L1 Y 0.9 2.3, 51 6.297 ML L1 N 1.1 2.5 3.6 8.3 12.0 2.2 A IB L F 54 5.805 ML L1 Y 1.0 2.5 2.5 6.0 6.0 6.0 A IB M P SAHM fell apart 56 5.473 ML L1 Y 1.4 2.5 3.9 9.6 1.5 A IB L F Culvert 57 5.301 ML L1 Y 1.1 3.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/04/20230829_451264-1_sr-72_04060.pdf?sfvrsn=ae9d7d03_1BStructures
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o, t r e q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/bstructures.pdf?sfvrsn=4af2eaa2_1BStructures
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o, t r e q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/bstructures.pdf?sfvrsn=8fbaf209_2BGeneralConstructionOerations
p e c i f i c a t i o n s S e c t i o n 1 0 2 - 6 . L S . T u r n o v e r B r i d g e T h r i e, d e r t h e P a y I t e m S p e c i a l D e t o u r , F u r n i s h a n d i n s t a l l B r i d g, a r y G u a r d r a i l , L F . r e s p o n s i b l e f o r r e n t i n g o r p u r c h a s i n g t h e i r o w n s y s t e m . P a y m e n t f o r T e m p o r a r y G u a r d r a i l I f a t e m p o, C o n t r a c t o r i s T e m p o r a r y D e t o u r B r i d g e i s t o b e p a i d f o r u n d
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