9038 search results for f
Draft_452826_TSP_GZ
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, NOT TO SCALE TRAFFIC DATA 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, , F . A . C . NONE DESIGN EXCEPTIONS: NONE DESIGN VARIATIONS: 6/9/2023 12:48:15 PM 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/draft_452826_tsp_gz.pdf?sfvrsn=21597ec7_1Draft_452826_TSP_RS
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, 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 . NONE DESIGN EXCEPTIONS: NONE DESIGN VARIATIONS: 5/22/2023 9:06:54 AM T H E O F F I C I A L R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/draft_452826_tsp_rs.pdf?sfvrsn=201977ce_120250320_451108-1_SR 700_91090
T C O N D I T I O N COMMENTS 1 24.517 ML R1 Y 1.0 1.4 2.4 UNKN F 09110000 - Highlands, Crack 8 2.227 ML L1 N 1.4 5.3 0.3 7.0 6.3 F 9 1.653 ML L1 Y 1.6 4.2 0.2 6.0 5.5 6.0 C III S P Base Crack 11 0.078 ML R1 Y 1.1 0.6 1.7 14.8 F 12 0.206 ML L1 Y 1.5 1.4 2.9 9.1 2.0 C II M F 14 0.281 ML R1 N 1.1 1.5 2.6 6.9 F 15 0.352 ML L1 Y 1.3 2.3 3.6 12.7 12.0 2.6 C II M F 16 0.538 ML R1 Y 1.3 1.8 3.1 6.9 3.1 C III S F 18 0.668 ML L1 Y 0.9 1.4 2.3 10.2 1.3 C III M F 20 0.811 ML R1 Y 1.5 1.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250320_451108-1_sr-700_91090.pdf?sfvrsn=cad05082_120250610_453545-1_SR 9 (I-95)_79002
2 7.616 4.5 OL 1.0 2.3 11.0 SAHM w/ Shell 7.7 - - - - F 3 7.169 9.0 L3 X 0.6 1.6 4.0 2.3 8.5, = Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, 11.3 3.0 SL III S P 32 3.867 4.0 OR 1.0 1.5 1.2 10.5 SAHM w/ Shell 6.8 - - - - F Bleeding, = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F, 7.445 4.0 R3 0.8 1.2 2.5 1.3 2.0 7.8 LR 11.7 - - - - F 42 7.443 3.0 OR 1.3 2.7 10.7 SAHM w/ Shell
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20250610_453545-1_sr-9-(i-95)_79002.pdf?sfvrsn=3d535932_1BIncidentalConstruction
M D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/bincidentalconstruction0208bec5-334a-4847-8a02-949bc143e0f8.pdf?sfvrsn=17b40cef_11020901-Admin.FHWA
Re: StateSpecifications Office Section 102 Proposed S p e c i f i c a t i o n : 1 0 2 0 9 0 1 M a i n t e n a n c e o f T r a f f i c . D e a r M r . Nguyen: We are submitting, for your approval, 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, a s t f i v e y e a r s o f e x perience in providing channelizing device supplier services, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1020901-admin.fhwa.pdf?sfvrsn=8ff10622_0Exhibit 913-6 Redlines
/ 2 6 / 2 0 2 2 C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2, : 99991 LUKE S. WALKER, 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, 4 , F . A . C . ENGINEER OF RECORD � CONST. LA R/W LINE LA R/W LINE R/W 180' R/W VARIES, ' 1 2 ' 8 " P O I N T P R O F I L E G R A D E 1 2 ' 1 2 ' 8 " 2 ' S O D 1 0 0 ' T U R F 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-6-redlines.pdf?sfvrsn=70683d43_120250913_450726-1_SR 45_12020
3.9 F 4 25.981 ML R1 N 1.1 2.7 1.7 5.5 6.8 3.7 C IB L F 5 26.014 ML L2 Y 0.8 2.3 2.0 5.1 12.1 2.9 C II M F 6 26.062 ML R2 Y 0.7 2.0 2.2 4.9 9.4 1.0 C II M P Bottom Up Crack 7 26.093 ML L1 N 1.2 2.5 1.3 5.0 9.9 1.2 C II M F 8 26.104 TL RL Y 0.9 2.1 2.1 5.1 11.9 5.1 C III S P Base Crack, Base Crumbled 9 26.115 TL LR Y 0.7 2.0 2.7 9.0 F 10 26.141 S OR N 1.0 1.2 2.2 6.1 F 11 26.186 S OL N 0.5 2.7 3.3 3.2 F 12 26.208 ML R2 N 0.7 2.3 1.0 4.0 9.6 4.0 C III S P Base Crack 13 26.235 ML L2 N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250913_450726-1_sr-45_12020.pdf?sfvrsn=fbabcbbc_1BIncidentalConstruction
M D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/bincidentalconstruction.pdf?sfvrsn=4fe28e09_144912015201-PLANS-02-SIGNINGMARKING
F L O R I D A ' S 3 / 1 5 / 2 0 2 4 1 0 : 3 7 : 2 4 A M FT, LAKE Z : \ F D O T C o n n e c t 1 0 . 1 0 \ W o r k s p a c e s \ F D O T \ W o r k S e t s \ F D O T \ 4 4 9 1 2 0 1 5 2 0 1 \ S i g, OF � � � No 59448 E S N E C I L S A L L E N A P K N A R F 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44912015201-plans-02-signingmarking.pdf?sfvrsn=9a109b0b_144912015201-PLANS-02-SIGNINGMARKING (1)
F L O R I D A ' S 9 / 2 2 / 2 0 2 4 1 0 : 1 1 : 1 9 A M FT, LAKE Z : \ F D O T C o n n e c t 1 0 . 1 0 \ W o r k s p a c e s \ F D O T \ W o r k S e t s \ F D O T \ 4 4 9 1 2 0 1 5 2 0 1 \ S i g, OF � � � No 59448 E S N E C I L S A L L E N A P K N A R F 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44912015201-plans-02-signingmarking-(1).pdf?sfvrsn=94f475ff_120250225_414506-4_SR 70_09060
1.2 2.0 3.2 4.0 14.0 F 7 14.963 ML R1 N 1.7 2.1 1.6 5.4 9.0 F 8 15.377 ML R1 N 1.3 2.0 1.5 4.8 10.0 F 9 15.770 ML R1 Y 1.5 1.6 2.2 5.3 10.0 4.3 B II S F 10 16.153 ML R1 N 1.6 1.6 1.4 4.6 12.0 F 11 16.345 ML R1 Y 1.5 1.6 1.1 4.2 10.0 F 12 16.753 ML R1 N 1.5 1.2 2.8 5.5 6.5 F 13 17.123 ML R1 Y 1.2 2.0 9.8 13.0 9.0 6.1 B II S F 14 16.927 ML L1 Y 1.3 1.7 2.2 5.2 12.1 F 15 16.600 ML L1 N 1.5, 1.7 5.5 12.0 P 18 15.611 ML L1 Y 1.5 1.4 2.3 5.2 11.0 5.0 B II S F 19 15.237 ML L1 N 1.7 2.1 0.9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250225_414506-4_sr-70_09060.pdf?sfvrsn=517bd70f_1BIncidentalConstruction
T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 2 2 5 1 0 - 0 0 1 S w i v e l B o x L i g h t F i x t u r e D e c k B r i d g e o r P a r a p e t T r a f f i c R a i l i n g C h a i n S e r v i c e C h a i n S e r v i c e " Ø M i n . Ƃ A c c e s s F i t t i n g o r P a r a p e t B a c k o f T r a f f i c R a i l i n g r e q u i r e d B e n d i f S w i v e l B o x * L i g h t F i x t u r e w h i c h e v e r a p p l i c a b l e . " Ø M i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/bincidentalconstruction.pdf?sfvrsn=da18bb03_14416931-1 Public Alternatives Workshop - Exhibit Boards
We l c o m e A l t e r n a t i v e s P u b l i c Wo r k s h o p F l o r i d a D e p a r t m e n t o f Tr a n s p o r t a t i o n P r o j e c t D e v e l o p m e n t a n d E n v i r o n m e n t, d i a n R i v e r C o u n t y, F l o r i d a F D O T P r o j e c t M a n a g e r Va n d a n a N, a . n a g o l e @ d o t . s t a t e . fl . u s F D O T C o m m u n i c a t i o n s M a n a g e r G u, C O M M U N I T Y CENTER - VERO BEACH 2266 14th Avenue Ve r o B e a c h , F L 3 2 9 6 0 F i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sr5aviationblvdpde/4416931-1-public-alternatives-workshop---exhibit-boards.pdf?sfvrsn=cc732d6f_120240129_430573-2_SR 93A_14075 and 14140
9.5 F 3 1.651 ML L2 Y 0.9 2.0 4.2 1.0 1.2 1.9 11.2 2.5 F 4 1.620 ML L3 Y 0.6 5.7 6.3 11.6 F 5 1.593 ML L4 Y 0.7 5.7 6.4 11.5 F 7 1.455 ML L4 Y 1.0 6.1 7.1 11.2 F 8 1.321 ML L2 N 0.7 1.8 2.6 1.0 1.1 1.0 2.6 10.8 10.0 G 10 1.255 ML L6 Y 0.6 5.5 6.1 10.8 F 11 1.210 ML L5 Y 0.9 5.9 6.8 13.1 F 12 1.194 ML L3 Y 0.7 1.5 3.9 6.1 11.9 F 13 1.163 ML L1 Y 0.8 1.4 2.8 1.0 1.0 1.0 2.0 10.0 10.0 F 14 0.976 ML L5 Y 1.0 5.3 6.3 12.6 F 15 0.898 ML L5 Y 0.6 5.8 6.4 13.1 F 16 0.885 ML L6 Y 0.8 5.3 6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20240129_430573-2_sr-93a_14075-and-14140.pdf?sfvrsn=95cfd3ae_120230609_448937-1_ SR 25_09010
S P Steel reinforcement noted in concrete. Base crack. 5 6.787 ML R1 N 1.0 3.4 4.4 12.0 F 6 7.389 ML R2 N 0.7 3.6 4.3 14.0 13.0 P 7 7.782 ML R1 N 1.0 3.8 4.8 11.0 F 8 8.246 ML R2 N 1.0 2.6 3.6 13.0 P 9 8.764 ML R1 N 0.8 4.3 5.1 11.2 F 10 9.247 ML R2 Y 0.5 4.2 4.7 11.5 0.0 2.3 C II M P 11 9.780 ML R1 Y 0.6 4.4 5.0 11.0 0.0 F 12 10.254 ML R2 N 0.9 3.5 4.4 11.5 10.0 P 13 10.714 ML R1 N 0.8 2.7 3.5 11.0 F 14 11.231 ML R2 Y 0.8 3.5 4.3 7.0 F 15 11.648 ML R1 Y 0.8 2.1 2.9 11.0 F 16 12.008
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20230609_448937-1_-sr-25_09010.pdf?sfvrsn=725eb99b_1400-011FHWAReviewPkg
e r S l o p e V a r i e s U p p e r S l o p e s ≤ 1 : 1 ƀ ) ( N o T r a f f i c L o a d i n g E f f e c t s & S C H E M E 1 U p p e r S l o p e s > 1 : 1 ƀ ) ( W i t h T r a f f i c L, e s u p b r e a k e r ( T y p . ) p l a s t i c b o n d o r p r e f o r m e d O r g a n i c F e, A I N H O L E S W E E P ( L B . ) S T E E L R E I N F . 3 S C H E M E C L A S S N S C O N C R E T E ( C Y ) 2 S C H E M E 1 S C H E M E ( F T . ) H E I G H T P E R L I N E A R F O O T O F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/400-011fhwareviewpkg.pdf?sfvrsn=a50bc483_1BIncidentalConstruction
M D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/bincidentalconstruction.pdf?sfvrsn=ce4a78bd_120230825_450724-1_SR 80_12020
2 8.525 ML R2 Y 1.0 3.0 4.0 3.6 2.3 C III L F 3 8.705 ML R1 N 1.3 4.4 0.5 6.2 9.8 12.0 F Base Fell Apart 4 8.905 ML R2 Y 1.2 3.1 4.3 4.4 0.3 C II L F 5 9.095 ML R1 Y 1.3 4.5 0.5 6.3 10.0 1.9 C II M F Base Fell Apart 6 9.375 ML R2 Y 1.4 2.8 4.2 4.7 3.2 C II M P 7 9.545 ML R1 Y 1.4 5.3 0.5 7.2 10.3 0.2 C II L F Base Fell Apart 8 9.755 ML R2 Y 1.5 3.0 4.5 4.3 2.0 C II S P 9 9.975 ML R1 N 1.3 5.4 0.6 7.3 9.8 F Base Fell Apart 10 10.205 ML R2 Y 1.3 3.0 4.3 4.3 12.0 2.8 C II S P 11 10.455 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20230825_450724-1_sr-80_12020.pdf?sfvrsn=bca0acca_120240116_451102-1_SR 45_01010
O N D I T I O N COMMENTS 1 1.754 ML R2 Y 1.3 4.8 6.1 4.1 2.8 B III S F 2 1.457 ML R3 Y, S P 4 1.385 ML R1 Y 1.9 1.5 3.4 10.0 2.7 C III S P 5 1.475 ML R1 N 1.7 3.8 5.5 6.0 F 6 1.578 ML R1 Y 1.5 4.5 6.0 6.3 9.0 F 7 1.675 ML R1 Y 1.5 3.5 5.0 5.0 2.5 C III S F 8 1.777 ML R1 Y 1.5 3.5 5.0 6.6 3.0 C III S F 9 1.357 ML R2 N 1.7 1.6 3.3 10.0 3.3 C III S F 10 1.507 ML R2 Y 1.1 4.6 5.7 4.3 15.0 F 11 1.609 ML R2 Y 1.3 3.7 5.0 4.9 F 12 1.700 ML R2 N 1.8 3.4 5.2 6.5 15.0 2.8 C III S F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20240116_451102-1_sr-45_01010.pdf?sfvrsn=ebf1d43e_1