9042 search results for f
20230514_4521161_SR 429_75473
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 d e L o n g i t, # 75473004 3 5.850 OL N - - - - F 5.2 11.1 F Toll Plaza Ramp # 75473004 2 0.250 L3 N 10.9 - - F Ramp # 75473002 5.2 11.5 - - - - - 6.4 Ramp # 75473002 5 0.000 RAMP L1 Y - - - F 2.5 10.8 - SR 429 Mainline Shoulder 4 0.100 RAMP OL N - - - - F 4.0 10.1 Ramp # 75473002 8 0.230 LLTL-2 Y - - - - F 3.3 11.0 Ramp # 75473002 7 0.230 LRTL Y - - - - F 4.0 11.2 6 0.120 RAMP L1 N - - F Ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20230514_4521161_sr-429_75473.pdf?sfvrsn=ecbdf0c9_19480901int
a n g e s a f f e c t o t h e r types of specifications? Neither List Specifications A f f e c t e, / Missy Hollis Ye s C o n s t r u c t i o n O f f i c e N o M a i n t e n a n c e O f f i c e N o M, meet the requirements of ASTM F 2718 or ASTM F714 with a minimum cell classification of 335420, F1216 and ASTM D5813 or ASTM F 2019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9480901int.pdf?sfvrsn=1239f22a_1ContextClass-450884-1_SR 544_SR 600(US 92) to 10th St S_TVE_11-09-2022
m e t e r ( F e e t ) A v e r a g e B l o c k L e n g t h ( F e e t ) B u i l d i n g H e i g h t s ( # o f S t o r i e s ) B u i l d i n g P l a c e m e n t F r o n t i n g U s e s L o c a t i o n o f O f f S t r e e t P a r k i n g A l l o w e d R e s i d e n t i a l D e n s i t y ( D U / A c r e ) A l l o w e d O f f i c e / R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/contextclass-450884-1_sr-544_sr-600(us-92)-to-10th-st-s_tve_11-09-2022.pdf?sfvrsn=ab22c55d_11210600.FHWA
Re: StateSpecifications Office Section 121 Proposed S p e c i f i c a t i o n : 1 2 1 0 6 0 0 F l, at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / d t A t t a c h ment cc: FloridaTransportation, e s i g n a t i o n , 2 . D a t e , 3 . T i me, 4. C l a s s a n d q u a n t i t y o f f l o w a b l e f i l l , 5.Actualbatchproportions, 6.Freemoisture content of aggregates, 7.Quantityof
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1210600.fhwa.pdf?sfvrsn=b393d16d_01020901-Admin.impl
in 102- 9.1 with its own forces. d. A s t a t e ment d e c l a r i n g a t l e a s t f i v e y e a r s o f e x perience in providing channelizing device supplier services, with its own inventory, including the following information: 1. P r o j e c t n a me a n d n u m b e r a n d a b r i e f d e s c r i p t i o n o f C D S w o r k p e r f o r med, 2. B e g i n n i n g a n d e n d i n g d a t e o f C D S p r o j e c t a c t i v i t i e s , 3 . L o c a t i o n o f p r o j e c t ( c i t y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1020901-admin.impl.pdf?sfvrsn=1ad96e32_020231211_450337-1_SR 60_10140
16.3 F Bottom-up crack. 2 4.259 ML R1 Y 0.8 6.8 2.4 1.4 1.3 12.7 17.3 F 4 4.277 ML R3 Y 0.8 3.7 4.5 17.2 F Bottom 3.75" of core left in hole. 9 4.398 ML R2 Y 1.0 3.5 7.2 11.7 15.3 F 11 4.469 ML L2 N 0.9 5.0 5.9 6.7 F 12 4.559 ML R3 Y 1.0 3.5 8.3 12.8 4.2 5.0 F 13 4.662 ML R1 Y 0.9 3.3 0.5 0.4 1.5 1.4 1.5 9.5 18.3 F 15 4.684 ML L1 N 0.6 6.0 3.3 2.6 12.5 27.5 0.0 F Bottom-up crack. 18 4.767 ML R2 Y 0.9 3.0 3.0 0.4 1.9 1.7 1.8 12.7 18.8 F 20 4.869 ML L2 Y 0.6 4.4 5.0 18.5 5.0 A II S P 23
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20231211_450337-1_sr-60_10140.pdf?sfvrsn=ff20789b_120250312_208819-3_SR10_72100
LR 5.3B II M P 2 3.800 R1 N 1.0 2.0 1.2 4.2 LR=11.8"0.2B IB L F 3 3.954 R1 O 2.2 1.3 3.5 CONC F, I 1.5 1.4 1.4 4.3 LR 4.3B IIIM P 7 5.700 R1 O 1.3 1.2 1.7 1.2 5.4 LR F 8 5.992 R1 N 1.9 1.4 4.5, CONC F 11 3.650 R2 O 1.3 1.0 1.2 3.5 LR 3.5B II M P 12 3.995 R2 O 1.1 2.0 3.1 CONC F 13 4.300 R2 I 1.3 1.4 1.1 3.8 LR=12.0"3.8B II M P 14 4.800 R2 N 1.3 1.3 1.0 3.6 LR F 15 5.265 R2 O 1.3 1.4 0.9 3.6 LR 3.6B IIIM P 16 5.800 R3 O 1.5 1.1 2.6 ABC=7.5" F 17 6.105 R3 O 1.0 1.3 7.4 9.7 LR 1.1B II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250312_208819-3_sr10_72100.pdf?sfvrsn=33429630_120230723_450665-1_SR 40_36110
L2 X 2.0 2.0 4.0 LR - B Br I L P 2 22.100 6.0 L2 2.0 2.1 4.1 LR 12.2 - - - - F Light Pavement Worming 3 22.043 6.0 LRTL 2.0 2.0 4.0 LR 12.9 - - - - F WB Right Turn Lane to NW 60th Ave 4 21.885, 6 21.315 2.0 OL 1.0 1.9 2.9 LR 5.5 - - - - F 7 20.820 3.5 L2 X 1.0 3.1 4.1 LR 10.4 2.2 Long/Br III M P 8 20.823 2.0 OL 1.5 2.5 4.0 LR 6.0 - - - - F 9 20.022 3.0 L2 X 0.7 2.7 3.4 LR 13.1 - - - - F, 9.0 L2 X 0.8 3.3 4.1 LR - - - - - F 12 19.686 2.5 OL 1.1 2.2 3.3 LR 6.9 - - - - F 13 20.018 3.5 R2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20230723_450665-1_sr-40_36110.pdf?sfvrsn=e51a3e5a_120231103_450952-1_SR 40_36080
-ness (in) Depth (in) Type Class Extent 1B 2.109 1.9 L1 X 0.7 1.0 2.6 4.3 LR 7.2 1.7 SL I L F 2B 2.145 7.6 CTL 1.0 1.3 1.2 3.5 LR 7.1 - - - - - - - - F Crowned cross slope 3B 1.888 5.7 L2 0.7 1.0 0.7 2.4 LR - - B ST I L F 4B 1.807 5.7 CTL 1.4 0.6 1.5 3.5 LR 9.7 - - - - - - - - F 5B 1.665 8.9 R1 X 1.5 1.1 2.6 LR 10.0 B SL/BR I L F 6B 1.620 5.1 R2 5.2 5.2 LR - - - - - - - - - - F Rutting 7B 1.621 2.5 L1 X 2.0 1.0 3.0 LR - - - - - - - - - - 8B 1.357 5.6 L1 6.7 6.7 LR 4.3 B ST I L F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20231103_450952-1_sr-40_36080.pdf?sfvrsn=594327af_120230330_448635-1_SR 25 (US 441)_36030
Thick-ness (in) Depth (in) Type Class Extent 1 16.500 7.5 R2 0.6 1.5 0.8 1.0 3.9 LR 7.9 - - - - F 2 16.500 1.0 OR 0.7 1.5 2.2 LR 3.3 - - - - F 3 16.880 6.0 RRTL 0.5 2.9 3.4 LR 16.1 - - - - F, 2.8 LR 4.0 - - - - F 7 18.290 3.0 R2 X 0.6 1.4 2.3 4.3 LR - B BR II M P 8 19.364 10.0 L2 X 0.5 1.7, 18.636 0.5 OL 1.0 3.8 4.8 LR 3.7 - - - - F 11 17.692 9.0 L2 X 0.5 1.7 0.6 1.3 4.1 LR 8.4 B BR I L P 12 17.692 0.8 OL 0.7 4.8 5.5 LR 5.1 - - - - F 13 17.086 3.0 L2 X 0.5 1.4 1.6 1.0 4.5 LR - 1.5 SL II M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20230330_448635-1_sr-25-(us-441)_36030.pdf?sfvrsn=480bbd37_14600604.FHWA
Re: StateSpecifications Office Section: 460 Proposed S p e c i f i c a t i o n : 4 6 0 0 6 0 4 S t, to this specification change, please call me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n H u r t a d o , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D H / d t A t t a c h ment, S t r u c t u r e s , L u m i n a i r e s i g h t i n g a n d T r a f f i c S i g n a l s S u p p o r t S t r u c t u r e s : F or structural steel supports for sign structures, lighting poles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/4600604.fhwa.pdf?sfvrsn=17b119a5_0Electronic_Letting_Process_11-08-23
E L E C T R O N I C L E T T I N G P R O C E S S G L O S S A R Y O F T E R M S T h e f o l l o w i n g t e r m s a r e u s e d t h r o, a t i o n : A u t h e n t i c a t i o n - T h e p r o c e s s o f c o, g e s t s ( S H A - 1 H a s h C o d e s ) o f t h e m a n i f e s t f i l e a n d s i g n a t u r e f i l e s f o r a n o n - h a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4/kbfiles/electronic_letting_process_11-08-23.pdf?sfvrsn=f108ff7b_1electronic_letting_process_11-08-23
E L E C T R O N I C L E T T I N G P R O C E S S G L O S S A R Y O F T E R M S T h e f o l l o w i n g t e r m s a r e u s e d t h r o, a t i o n : A u t h e n t i c a t i o n - T h e p r o c e s s o f c o, g e s t s ( S H A - 1 H a s h C o d e s ) o f t h e m a n i f e s t f i l e a n d s i g n a t u r e f i l e s f o r a n o n - h a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d4/electronic_letting_process_11-08-23.pdf?sfvrsn=f4e961a6_144787715201-PLANS-03-SIGNAL
PROJECT LOCATION 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, 5 - 2 3 . 0 0 4 , F . A . C . 1 2 / 6 / 2 0 2 2 4 : 3 8 : 5 4 P M, e r r y . d e w b e r r y r o o t . l o c a l \ O f f i c e s \ O r, \ F D O T \ 4 4 7 8 7 7 1 5 2 0 1 \ s i g n a l s \ K E Y S S G 0 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787715201-plans-03-signal.pdf?sfvrsn=c2a9b848_1452826_Draft_TSP
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, 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 . 7/10/2023 11:48:59 AM 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/452826_draft_tsp.pdf?sfvrsn=d84f3459_1Exhibit 913-7 Redlines
P E B S T A B I L I Z A T I O N L B R 4 0 G R O U N D N A T U R A L T R A F F I C D A T A C O N T E X T C L A S S I F I C A T I O N = N / A D E S I G N S P E E D = 7 0 M P H D E S I G N H O U R, I P M A Y B E C O N S T R U C T E D A T N O A U N I F O R M W I D T H B A S E W I D E N I N G W I D T H . M A Y V A R Y D U E T O E X I S T I N G P A V E M E N T * A C T U A L W I D T H O F B A S E, ) T Y P I C A L S E C T I O N W I D E N I N G F R I C T I O N C O U R S E F C - 5 ( Ƃ " ) ( P G 7 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-7-redlines.pdf?sfvrsn=11e153d8_2630-010FHWAApprovedPkg
e r 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, 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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/630-010fhwaapprovedpkg.pdf?sfvrsn=372cd553_120241125_444627-1_SR 37_16250
P 1" of CRL layer fell apart 2 28.339 TL LL N 1.5 0.5 0.8 1.3 4.1 13.0 F 0.8" of CRL layer fell apart 3 28.300 TL RL N 1.4 0.6 0.7 2.0 1.6 6.3 13.1 12.0 0.2 C Ib L F 2" of CRL layer fell apart 4 27.951 TL LL N 1.5 0.8 0.7 1.0 1.5 5.5 9.7 F Core fell apart at CRL layer 5 27.917 TL RL N 1.3 0.7 0.5 1.6 1.8 5.9 12.5 F 1.6" of CRL layer fell apart 6 28.406 TL C N 1.5 0.5 2.0 8.7 F 7 28.109 TL C N 1.5 0.9 0.9 1.4 4.7 4.6 F 8 27.860 TL C N 1.4 1.2 1.6 1.8 6.0 8.8 F Bottom up Crack 9 28.365 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241125_444627-1_sr-37_16250.pdf?sfvrsn=9fcc2400_1SP0071105FGT
i e s a r e l o c a t e d a t a d e p t h g r e a t e r t h a n e i g h t f e e t , d o n o t r e l y o n a s - b u i l t d a t a o r d r i l l c o o r d i n a t e s p r o v i d e d b y F G T . U s e s o f t d i g f i e l d l o c a t e s f o r F G T facilities. Obtain approval from the Engineer prior to the use of a n y a r e a l o c a t e d o v e r a n y o f F G T ’ s p i p e l i n e s f o r t e mporary construction space. 7- 1 1 . 5 . 5 . 2 F G T E n c r o a c h m e n t A g r e e m e n t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0071105fgt94a28e80505f401b803f94141d03c546.pdf?sfvrsn=709bfd68_0SP0071105FGT
i e s a r e l o c a t e d a t a d e p t h g r e a t e r t h a n e i g h t f e e t , d o n o t r e l y o n a s - b u i l t d a t a o r d r i l l c o o r d i n a t e s p r o v i d e d b y F G T . U s e s o f t d i g f i e l d l o c a t e s f o r F G T facilities. Obtain approval from the Engineer prior to the use of a n y a r e a l o c a t e d o v e r a n y o f F G T ’ s p i p e l i n e s f o r t e mporary construction space. 7- 1 1 . 5 . 5 . 2 F G T E n c r o a c h m e n t A g r e e m e n t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0071105fgt.pdf?sfvrsn=873e4689_2