9042 search results for f
450-511FHWAApprovedPkg
A R I N G P L A T E S ( T Y P E 1 ) - P R E S T R E S S E D F L O R I D A - I A N D A A S H T O T Y, f o r ƍ � S t u d s , ( S e e D e t a i l " A " ) " A n c h o r ƃ " D i a . x 2 ƀ � S c r e w s , ( S e e N o t e N o . 3 ) " D i a . Ƃ � H o l e s f o r 9 0 ° 9 0 ° � P l a t e s � B e a m & ( T y p . ) S e e D e t a i l " A " ( T o p o f S u b s t r u c t u r e ) L e v e l B e a r i n g S e a t o r � P i e r o r B e n t F r o n t F a c e o f B a c k w a l l ( T y p . ) B e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/450-511fhwaapprovedpkg.pdf?sfvrsn=45a48fc8_120240130_438262-1_SR 45_01010
11.0 F 2 17.503 ML R2 N 1.4 0.9 2.1 0.6 5.0 11.0 10.0 F 3 17.478 ML L3 Y 1.5 2.2 3.7 11.0 F 4 17.458 S OL N 1.5 1.2 2.7 10.0 F 5 17.493 TL RL N 1.3 2.3 3.6 13.0 F 6 17.593 ML L1 Y 1.6 6.0 1.0 0.6 0.5 9.7 7.0 F 7 17.547 ML L2 Y 1.5 2.8 0.7 0.8 0.4 6.2 10.0 F 8 17.565 ML R3 Y 1.5 1.3 1.4 1.5 5.7 10.0 F Box Culvert / Soil sample was taken 9 17.578 S OR N 1.6 1.9 5.5 9.0 7.0 F Box Culvert 10 17.555 TL LL Y 1.7 8.4 2.8 2.3 15.2 10.0 F AVERAGE 1.52 1.51 3.97 1.50 0.70 0.50 2.30 6.48 9.67
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20240130_438262-1_sr-45_01010.pdf?sfvrsn=47c73168_120230518_448785-1_SR 404_70004
2 2.166 11.0 R2 0.6 1.5 0.4 2.5 COQ 36+ - - - - F Raveling - Coquina Subgrade 3 2.166 2.0 OR 1.1 5.9 SAHM w/Shell 4.8 - - - - F 4 3.018 4.5 OR 0.7 6.5 SAHM w/Shell 5.8 0.5 SL I L F 5 3.523 5.5 RRTL 2.0 10.1 ABC 8.1 - - - - F EB Right TL to Dredging Dump Site 6 3.992 9.5 R2 X 1.0 1.9 2.9 COQ 33+ - - - - F Slight Raveling - Coquina Subgrade 7 3.992 2.0 OR 0.9 1.2 5.2 SAHM w/Shell 3.1 - - - - F 8 4.396 5.5 R2 0.6 2.1 2.7 COQ 33+ - - - - F Slight Raveling - Coquina Subgrade 9 4.560
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230518_448785-1_sr-404_70004.pdf?sfvrsn=a7c9e689_120231208_451073-1_SR 595_15020
M E N T C O N D I T I O N COMMENTS 1 3.999 ML R1 N 1.5 0.8 1.7 1.7 5.7 9.0 15.0 F 4 4.291 ML R1 N 1.3 0.7 1.2 3.2 12.0 F 7 4.618 ML R1 N 1.3 0.8 0.5 2.6 9.3 F 10 4.927 BR R1 N 2.0 0.9 2.9 UNK F Conc Box Culvert Approach slab 11 4.940 ML R1 N 1.5 0.8 0.9 1.6 4.8 12.0 F 16 5.202 ML R1 N 1.7 2.7 1.3 0.8 1.7 8.2 10.3 F 19 5.396 ML R1 N 1.9 3.2 0.9 1.5 7.5 8.0 14.5 P WIDENING CRCK, 5.7 14.0 F No Approach Slab Found 23 5.543 BR R1 N 1.6 0.6 1.4 3.6 UNK F Bridge Overlay 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20231208_451073-1_sr-595_15020.pdf?sfvrsn=976fa8b2_144629625201-PLANS-10-UTILITYWORK
BEACH PENSACOLA WEST PALM BEACH F L O R I D A T U R N P I K E PANAMA CITY LAKE, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONTRACT PLANS 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, E 6 1 G 1 5 - 2 3 . 0 0 4 ‚ F . A . C . UTILITY PLANS ENGINEER OF RECORD, NOTES CONSTRUCTION REMARKS P F ALIGNMENT BEGIN STATION END STATION SIDE 1050 16005 UTILITY PIPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-10-utilitywork.pdf?sfvrsn=d46b3b15_144592625201-PLANS-UTILITYADJUSTMENTS_SUPPLEMENTAL
t s \ F D O T \ 1 4 9 7 4 8 0 0 4 _ G u l f s t r e a m - S u n s, 900 KIMLEY-HORN AND ASSOCIATES, INC. 49629 LICENSE NUMBER: GARY J. NADEAU, 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 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 . ENGINEER OF RECORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25117/44592625201-plans-utilityadjustments_supplemental.pdf?sfvrsn=84a852f6_120230111_448739-1_SR 44_11002
(in) Type Thick-ness (in) Depth (in) Type Class Extent 1 - 6.5 R2 1.0 3.8 4.8 LR 6.5 - F CR 468 RWP, 4.9 5.8 LR 13.7 B SL I L F Past Royal Oak Boulevard 4 1.165 7.0 R2 X 1.2 0.8 1.1 3.1 LR 7.4 B AL III S P Near end of project/church driveway 5 0.992 1.5 L2 1.0 4.8 5.8 LR 11.5 B SL I L F Before Gator, * 9.0 L2 0.8 4.9 5.7 LR 7.3 B SL II M F W Main Street RWP 9 * 6.5 LLTL 0.8 3.4 0.6 4.8 LR 4.2 1.8 SL II M F W Main Street LTL 10 0.138 2.5 R1 X 0.6 5.0 5.6 LR 8.9 0.5 SL I L F Past Universal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20230111_448739-1_sr-44_11002.pdf?sfvrsn=85b62ccd_1SP0040100
c h e s m m 3 0 4 . 8 0 0 0 f e e t m 0 . 3 0 4 8 f e e t m 0 . 9 1 4 4 y a r d s k m 1 . 6 0 9 3 miles AREA mm² 6 4 5 . 1 6 0 0 i n ² m m ² 9 2 , 9 0 3 . 0 4 0 0 f t ² m ² 0 . 0 9 2 9 f t, ³ 0.0283 ft³ m³ 0 . 7 6 4 5 y d ³ L 3 . 7 8 5 4 g a l l o n s m L 2 9 . 5 7 3 5 o u n c e ( f l u i d ) L / k m 2 . 3 5 2 2 g a l / mile L/m² 4 . 5 0 0 0 g a l / y d ² m ³ /m² 0 . 0 3 3 8 f t ³ / y d, k g 0 . 4 5 3 6 p o u n d k g 9 0 7 . 1 8 4 7 t o n k g / m 1 . 4 8 8 2 l b / f t k g / m² 4 . 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0040100.pdf?sfvrsn=5797f522_0SP0040100M
c h e s m m 3 0 4 . 8 0 0 0 f e e t m 0 . 3 0 4 8 f e e t m 0 . 9 1 4 4 y a r d s k m 1 . 6 0 9 3 miles AREA mm² 6 4 5 . 1 6 0 0 i n ² m m ² 9 2 , 9 0 3 . 0 4 0 0 f t ² m ² 0 . 0 9 2 9 f t, ³ 0.0283 ft³ m³ 0 . 7 6 4 5 y d ³ L 3 . 7 8 5 4 g a l l o n s m L 2 9 . 5 7 3 5 o u n c e ( f l u i d ) L / k m 2 . 3 5 2 2 g a l / mile L/m² 4 . 5 0 0 0 g a l / y d ² m ³ /m² 0 . 0 3 3 8 f t ³ / y d, k g 0 . 4 5 3 6 p o u n d k g 9 0 7 . 1 8 4 7 t o n k g / m 1 . 4 8 8 2 l b / f t k g / m² 4 . 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0040100m.pdf?sfvrsn=7eeeeddc_0725-030-002 (5) - Park n Ride
Approved: E f f e c t i v e : M a y 1 4 , 2 0 0 1 O f f i c e : T r a n s i t T o p i c N o . 7 2 5 - 0 3 0 - 0 0 2 - f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T h o m a s F . B a r r, m e n t a t i o n , p r o m o t i o n , m a i n t e n a n c e a n d m o n i t o r i n g o f p a r k a n d r i d e f a c i l i t i e s b y t h e D e p a r t m e n t . A U T H O R I T Y : C h a p t e r 3 4 1 , F l o r i d a S t a t u t e s S C O P E : T h e r e q u i r e m e n t s o r p r o c e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/2023-applications/state-programs/725-030-002-(5)---park-n-ride.pdf?sfvrsn=ed84fdcd_1400-289
e n s i o n l a p s p l i c e f o r t h e S p e c i f i c a t i o n S e c t i o n 3 4 6 T A B L E, ) S P L I C E ( C L A S S B ) N O T E : F o r C u l v e r t S k e w s e e C o n t r a c t P l a n s . S e e S c h e m a t i c " A " a n d W i n g w a l l S k e w s , F o r H e a d w a l l S k e w, e c t i o n o f S e e S c h e m a t i c " A " a n d W i n g w a l l S k e w s , F o r H e a d w a l l S k e w � Culvert ( H e ) ( 1 ' - 6 " M i n . ) F r o n t T i p H e i g h t F r o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-289.pdf?sfvrsn=a88a62ae_1BtrafficControlSignalsand Devices
u b b e r P e d e s t r i a n / B i c y c l e R a i l i n g T r a f f i c R a i l i n g o r " t h, l e R a i l i n g T r a f f i c R a i l i n g o r F i t t i n g E x p a n s i o n / D e f l e c t i o n " t h i c k n o m i n a l 2 1 W r a p w i t h s p o n g e r u b b e r F I T T I N G D E T A I L ( C O N C R E T E / C O N C R E T E ) D E T A I L " B " E X P A N S I O N / D E F L E C T I O N F I T T I N G D E T A I L ( C O N C R E T E / S O I L ) D E T A I L " C " E X P A N S I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/btrafficcontrolsignalsand-devices.pdf?sfvrsn=3829a106_1460-473
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX T R A F F I C R A I L I N G - ( T H R I E - B E A M R E T R O F I T ) W I D E S T R O N G C U R B T Y P E 2 0 1 / 0 1 / 0 8 1 4 4 6 0 - 4 7 3 s e e I n d e x 4 6 0 - 4 7 0 . F o r T r a f f i c R a i l i n g N o t e s a n d D e t a i l s F o r S e c t i o n A - A s e e S h e e t 2 . C R O S S R E F E R E N C E S : S u r f a c e R i d i n g F i n a l A s s e m b l y ( T y p . ) G u a r d r a i l P o s t E x i s t i n g C u r b
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-473.pdf?sfvrsn=45bded08_220241017_451479-1_SR 60_16130
II M F 2 0.153 ML R2 Y 1.2 1.4 1.4 4.0 9.0 12.0 4.0 A II S P 3 2.494 ML R2 Y 1.2 3.8 5.0 23.0 5.0 A III S F 4 1.000 ML L1 Y 1.2 1.7 1.5 4.4 9.0 4.4 C IB S F 5 0.146 ML L2 Y 1.5 1.0 1.5 4.0 9.0 4.0 B II S P 6 0.209 ML R2 Y 1.5 1.5 1.7 4.7 10.0 11.5 F Bottom up crack 7 0.361 ML R1 N 1.5 1.4 1.4 4.3 9.0 2.5 A II M P Bottom up crack 8 0.541 ML R2 Y 1.5 1.6 0.9 4.0 10.0 3.2 B IB M F 9 0.693 ML R1 Y 1.8 1.3 1.4 4.5 9.5 12.0 3.1 B II M P 10 0.853 ML R2 Y 1.4 1.9 0.6 3.9 10.0 F 11 1.052 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241017_451479-1_sr-60_16130.pdf?sfvrsn=4dbdeb8e_120231222_447828-1_SR-25_87090
N LT Y 1.30 1.00 1.40 1.40 5.10 12.0 12.0 F .20 O .90 SG:LT BROWN SAND W/ LR 2 12.312 N R1 Y 1.00 1.00 1.20 1.50 4.70 12.0 12.0 F .20 O 1.60 SG:LT BROWN SAND W/ LR 3 12.478 N L1 Y .90 .90 1.70 1.30 4.80 12.0 12.0 F .20 O 1.30 SG:LT BROWN SAND W/ LR 4 12.589 N R2 Y 1.20 1.30 1.00 1.40 4.90 12.0 12.0 F .20 O 1.80 SG:LT BROWN SAND W/ LR 5 12.727 N L2 Y .80 .80 1.30 1.30 4.20 12.0 12.0 F .20 O 1.10 SG:LT BROWN SAND W/ LR 6 12.917 N RR Y 1.40 1.20 1.10 1.20 4.90 12.0 12.0 F .20 O 2.20 SG:LT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231222_447828-1_sr-25_87090.pdf?sfvrsn=8687c7e7_1Exhibit 913-4 Redlines
. 0 2 0 . 0 2 P O I N T P R O F I L E G R A D E 0 . 0 2 0 . 0 4 0 . 0 4 P O I N T P R O F I L E G R A D E 0 . 0 2 0 . 0 2 S O D 2 ' L E V E L 2 ' S O D 8 ' 4 " ( M A X . ) 0 . 0 2 S I D E W A L K C O N C R E T E C U R B T Y P E F 1 2 " C U R B T Y P E E 1 2 " S I D E W A L K C O N C R E T E C U R B T Y P E F N O T F L A T T E R T H A N 1 : 6 1 : 2 O R, I Z A T I O N L B R 4 0 T Y P E B S T A B I L I Z A T I O N T R A F F I C D A T A C O N T E X T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-4-redlines.pdf?sfvrsn=e69cedae_2450728-1_AdjacentRRR_MP 0.000_MP 5.075_(2027)
PACKAGE APPROVED BY: STATE OF � � � No 72156 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 R E T A L S . M A S S I L E M ON ANY, LANES 38' MEDIAN CURB TYPE F EXISTING 8' SIDEWALK CONC SOD 3' GROUND NATURAL MILLING AND RESURFACING 8' SIDEWALK CONC SOD 3' GROUND NATURAL CURB TYPE F EXISTING CURB TYPE F EXISTING R/W LINE $DATE$ $TIME$ 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/450728-1_adjacentrrr_mp-0-000_mp-5-075_(2027).pdf?sfvrsn=5bc43f35_120250211_210290-2_SR55_34050
B IB M P LONG CRK 2 0.800 R1 I 1.0 1.4 1.2 3.6 LR F 3 1.300 R1 O 0.9 1.2 1.3 3.4 LR F 4 1.800 R1 I 0.7 1.0 1.2 2.9 LR F 5 2.300 R1 O 0.8 1.3 1.6 3.7 LR = 11.5" 0.8 B IB M P LONG CRK, LT RAV 6 2.800 R1 I 1.0 1.1 1.3 3.4 LR F 7 3.300 R1 O 0.9 1.2 1.2 3.3 LR F 8 3.865 R1 I 0.8 1.2 1.0 3.0 LR F LT RAV 9 4.174 R1 O 0.6 1.0 1.0 2.6 LR F 104.800 R1 I 1.0 0.9 0.7 2.6 LR F 115.200 R1 O 0.8 1.1 0.9 2.8 LR 2.8 B II M P TRVCK, SPL, RAV 125.982 R1 I 0.8 1.2 1.1 3.1 LR 0.8 B IB L F LONG CRK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20250211_210290-2_sr55_34050.pdf?sfvrsn=ec065b02_120240701_210265-9_SRA1A_78040
Date 1 of 3 F C 1 2 . 5 S P 1 2 . 5 A R M I T y p e 2 T y p e 1 S T, R1 N 1.21.7 1.1 0.5 4.5 LR 2.1B IIIM P 9 5.538 R1 O 1.71.6 - 3.3 LR 1.8B II L F 10 5.000 R1 I 1.52.0 - 0.5 4.0 LR 2.4B II L F 11 4.500 R1 O 1.51.4 1.3 - 0.5 4.7 LR 4.7B II M P 12 4.040 R1 O 1.31.3 - 2.6LR=7.4"2.1B II M P 13 3.500 R1 O 2.11.5 1.3 - 4.9 LR F 14 9.671 L1 O 1.91.50.51.3 - 0.6 5.8 LR 1.5B II L P 15 9.200 L1 O 1.71.00.5 1.0 4.2ABC=6.0" F 16 8.700 L1 N 2.23.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240701_210265-9_sra1a_78040.pdf?sfvrsn=3f392ba7_120230514_4520821_SR 50_75050
/ No T h i c k n e s s D e p t h F u l l D e p t h T y p e L a t i t u, o p e SR 50 3 6.683 R1 Y 5.5 14.7 F SR 50 2 6.683 R2 Y 15.4 - - F SR 50 12.3 - - - - - 4.8 SR 50 5 6.383 R2 N - - - F 12.6 - SR 50 4 6.383 R1 N - - - - F 5.6 15.1 Ramp # 75470109 8 0.580 RAMP R2 Y - - - - F 13.0 SR 50 7 -0.040 RAMP R1 N 12.2 6 6.397 R3 Y - - F 7.5 Ramp # 75470108 4.5 12.7 - - Raveling, Ramp # 75470104 9 0.040 RAMP R1 Y - - - F 3.5 15.3 - 1 of 05/14/23
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20230514_4520821_sr-50_75050.pdf?sfvrsn=2ee81cf8_1