9038 search results for f
455-440FHWAApproved
T y p i c a l f o r 1 ' - 3 " S e e B u l k h e a d p l a n s f o r a c t u a l P l a n V i e w . N O T E : D e t a i l " A " s h o w s a P a r t - P l a n V i e w o f a n a s s u m e, a s t i c F i l t e r F a b r i c f o r a c t u a l C a p o u t l i n e ) ( S e e B u l k h e a d P l a n s B u l k h e a d C a p a n d F i l t e r F a b r i c B o t t o m o f D i m . X ( S e c t, h o w n ) P i l e W a l l D a t a T a b l e i n S t r u c t u r e s P l a n s . F o r D i m e n s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/455-440fhwaapproved.pdf?sfvrsn=aec2a212_1444634-1_SR72_NRE_2025-5-20
Methodology Forms Appendix E – FNAI Biodiversity Matrix Report Appendix F – Eastern Indigo Snake
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_nre_2025-5-20.pdf?sfvrsn=c405c787_1700-040FHWAApproved
SHEET INDEX 'FJ' Bars @ 1'-0" Top 'FA' 3" Cover (Typ.) 6" (Typ.) ' F H ' B a r s @ 1 ' - 0 " T o p ' F C ' ' F E ' 'FA' 6 Spa. @ 4" #5 Ties 'FD' (Dia.) 3" Cover (Typ.) 3" Cover (Typ.) ' F C ' ' F E ' 'FD' (Dia.) 2'-0" (Min.) Finished Grade 3 " 4 " 2, . Spaces @ Remaining #5 Tie Bars ' F A ' CSL Tube (Typ.) #5 Tie Bar Double Nut (Typ.) Drilled, ' F B ' Concrete Pedestal Pedestal Concrete #5 Ties (Closed Ties) FD Spaces @ FE" #5 Tie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-040fhwaapproved.pdf?sfvrsn=9b0c49c8_1Section63VII-100315
Topic No.: 675-000-000 Materials M anual E f f e c t i v e : M a r c h 1 , 2 0 02 Manufactured, of Transportation Standard Specifications for Road and Topic No.: 675-000-000 Materials M anual E f f e c, in conformance to Specifications and project plans. 6.3.5 GENERAL I N F O R M A T ION The Plants, Documents. 6.3.6 PLANT Q U A L I F ICATION P R O C E S S 6 . 3 . 6 . 1 G e n e r a l S u b m i t, f i c a t i o n S e c t i o n 1 0 5 t o t h e D i s t r i c t M a t e r i a l s a n d R e s e a r c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section63vii-100315.pdf?sfvrsn=bb3dc5b7_144893815201-PLANS-01-ROADWAY
AND PAVEMENT MARKING PLANS ROADWAY PLANS 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . $ D A T E $ $ T I M E, OF � � � No 82300 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 M A X O L B . M Y E R O C SHEET NO. SHEET DESCRIPTION 92 - 122 18 - 48 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway.pdf?sfvrsn=4ff3857a_1455-154FHWAApprovedPkg
I O N E D C F R P & S S C O N C R E T E C Y L I N D E R P I L E 1 3 4 5 5 - 1 5 4 1 1 / 0 1 / 2 2, @ o p p o s i t e f a c e s o f p i l e ( T y p . e a c h P i l e S e c t i o n ) " Ø v e n t h o, a n s p o r t a t i o n D e t a i l R e q u i r e d S t o r a g e a n d ( F e e t ) M a x i m u m P i l e L e n g t h S U P P O R T L E N G T H S T A B L E O F M A X I M U M P I L E P I C K - U P, e r p o i n t s f o r a t t a c h i n g h a n d l i n g l i n e s . B . D r i v i n g : R e s u m e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/455-154fhwaapprovedpkg.pdf?sfvrsn=f80ecdef_1CTDMtgAgendaPkg12182019
Commission for the Transportation Disadvantaged D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D R A F T D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2019-meetings/ctdmtgagendapkg12182019.pdf?sfvrsn=68743ba7_220240912_446204-1_SR 35_06010_16030
1.1 1.4 3.3 12.9 3.3 A III S P Base Crack 7 19.193 ML L2 Y 0.8 1.1 2.3 4.2 13.0 4.2 C II M F, 4.5 11.4 3.8 A III S P 13 20.684 ML R2 N 1.2 2.4 3.6 6.2 F 15 20.865 ML R2 Y 1.2 2.1 1.4 4.7 6.7 12.0 4.7 C II M F 17 21.098 ML R2 N 1.0 2.4 3.4 6.9 3.4 C IB L F 19 21.442 ML R2 N 1.0, 0.6 5.0 6.4 4.5 C II M F 26 20.536 ML L2 Y 1.0 2.1 1.0 4.1 6.4 4.1 C III S P 28 20.756 ML L2 N 0.8 2.4 3.2 6.2 3.2 C III S P 30 20.993 ML L2 N 1.1 2.0 3.1 6.5 3.1 C IB L F 32 21.246 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/06/20240912_446204-1_sr-35_06010_16030.pdf?sfvrsn=f0ab7313_120240912_446204-1_SR 35_06010_16030
1.1 1.4 3.3 12.9 3.3 A III S P Base Crack 7 19.193 ML L2 Y 0.8 1.1 2.3 4.2 13.0 4.2 C II M F, 4.5 11.4 3.8 A III S P 13 20.684 ML R2 N 1.2 2.4 3.6 6.2 F 15 20.865 ML R2 Y 1.2 2.1 1.4 4.7 6.7 12.0 4.7 C II M F 17 21.098 ML R2 N 1.0 2.4 3.4 6.9 3.4 C IB L F 19 21.442 ML R2 N 1.0, 0.6 5.0 6.4 4.5 C II M F 26 20.536 ML L2 Y 1.0 2.1 1.0 4.1 6.4 4.1 C III S P 28 20.756 ML L2 N 0.8 2.4 3.2 6.2 3.2 C III S P 30 20.993 ML L2 N 1.1 2.0 3.1 6.5 3.1 C IB L F 32 21.246 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20240912_446204-1_sr-35_06010_16030.pdf?sfvrsn=f5a96d1_1521-513IndReviewPkg
) Bars 5B (Typ.) V a r i e s S l o p e ( C o n s t . J o i n t R e q u i r e d ) T o p o f S p r e a d F o o t i n g ( B a r s 5 R a n d 5 S 1 i n C o n c r e t e B a r r i e r / N o i s e W a l l n o t s h o w n f o r c l a r i t y ) T Y P I C A L S E C T I O N T H R U S P R E A D F O O T I, p . ) B a r s 5 S 1 ( F i e l d B a r 5 V 2 E n d S t i r r u p ( S e e N o t e 1 ) S l o p e V a r i e s o f S t i r r u p B a r s 5 V 2 ) ( S h o w i n g B a r s 5 V 2 , a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-513indreviewpkg.pdf?sfvrsn=2b95841d_1521-513FHWAReviewPkg
) Bars 5B (Typ.) V a r i e s S l o p e ( C o n s t . J o i n t R e q u i r e d ) T o p o f S p r e a d F o o t i n g ( B a r s 5 R a n d 5 S 1 i n C o n c r e t e B a r r i e r / N o i s e W a l l n o t s h o w n f o r c l a r i t y ) T Y P I C A L S E C T I O N T H R U S P R E A D F O O T I, p . ) B a r s 5 S 1 ( F i e l d B a r 5 V 2 E n d S t i r r u p ( S e e N o t e 1 ) S l o p e V a r i e s o f S t i r r u p B a r s 5 V 2 ) ( S h o w i n g B a r s 5 V 2 , a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-513fhwareviewpkg.pdf?sfvrsn=461b2317_1MFF_MasterBoard_24x36_Sept2023
alphabetically by county. I n f ra s t r u c t u re I n i t i a t i v e CO N G E ST I O N R E L I E F, 9 f r o m C . R . 8 4 6 E t o N e w M a r k e t R d . 6 S . R . 2 9 f r o m N e w M a r k e t R d . t o S . R . 8 2 7 I - 1 0 f r o m E a s t b o u n d w e i g h s t a t i o n t o N i n e M i l e R d . 8 S . R . 2 6 3 f r o m S . R . 6 1 t o C . R . 2 2 0 3 9 S . R . 7 0 f r o m B o u r n e s i d e B l v d . t o Wa t e r b u r y R d . 1 0 I - 7 5 A u x i l i a r y L a n e s f r o m
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/mff_masterboard_24x36_sept2023.pdf?sfvrsn=493f407d_120240105_441654-1_SR 688_15120
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240105_441654-1_sr-688_15120.pdf?sfvrsn=63dfb67d_220240123_448399-1_SR-818_86015
5 3.022 N TL Y 1.00 2.30 3.30 12.0 12.0 F .03 2.10 C-5 6 3.116 N R1 Y 1.00 2.50 3.50 12.0 12.0 F .13 1.40 C-6 7 3.331 N R1 Y 1.00 2.30 3.30 12.0 12.0 F .13 2.40 C-7 8 3.435 N L1 Y 1.00 2.50 3.50 12.0 12.0 F .06 2.40 C-8 9 3.507 N TL Y 1.00 2.80 3.80 12.0 12.0 F .03 2.10 C-9 10 3.619 N L3 Y 1.00 2.80 3.80 12.0 12.0 F .13 3.50 C-10 11 3.712 N R3 Y 1.00 2.00 3.00 12.0 12.0 F .13 4.50 C-11 12 3.781 N L1 Y 1.00 2.50 3.50 12.0 12.0 F .03 .70 C-12 13 3.909 N R1 Y 1.00 2.80 3.80 12.0 12.0 F .13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240123_448399-1_sr-818_86015.pdf?sfvrsn=1817a736_1SunTrail_Fact_433171-5_Palatka-LakeButler-CR18
Palatka-to-Lake Butler State Tr a i l a t C o u n t y R o a d 1 8 S U N Tr a i l F u n d i n g F a c t S h e e t Established in 2015 with enacted changes in 2023 under Section 339.81, Florida, of the Florida Ecological Greenway Network’s “Critical Linkages”. See: floridawildlifecorridor.org To v i s i t t h e t r a i l o r f o r m o r e i n f o r m a t i o n , p l e a s e c o n t a c t F l o r i d a D e p a r t m e n t o f E n v i ronmental Protection – Florida Park Service 352-262-8129
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/fact-sheets/suntrail_fact_433171-5_palatka-lakebutler-cr18.pdf?sfvrsn=54514ab_120230320_447522-1_SR 55_14030
O N D I T I O N COMMENTS 1 11.733 S OL N 1.1 1.7 2.8 21.0 F 2 11.733 TL LR N 1.2 3.1 4.3 19.5 F 3 11.733 ML L3 N 0.9 1.5 2.0 7.9 12.3 14.7 F 4 11.728 ML R3 Y 0.9 1.3 1.2 9.2 12.6 13.7 F 5 11.728 TL RR N 1.3 3.9 5.2 17.1 F 6 11.728 S OR N 0.9 1.3 2.2 16.6 F 7 10.992 TL LR Y 1.3 1.1 1.7 1.9 6.0 13.0 F 8 10.992 ML L3 N 0.9 2.5 1.3 1.5 1.6 7.8 15.5 F 9 10.984 ML R3 Y 0.8 2.5 1.5 3.6 8.4 11.6 6.0 F 10 10.984 TL RR N 0.9 1.4 2.1 0.6 5.0 11.5 F 11 10.984 S OR N 1.3 2.4 3.7 8.3 P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20230320_447522-1_sr-55_14030.pdf?sfvrsn=e5f512b9_120241213_451013-1_SR 789_17030
crack 4 7.197 ML R1 Y 1.1 1.3 0.7 1.1 4.2 8.0 F 5 8.454 ML R1 Y 1.0 1.5 0.6 0.4 3.5 8.6 21.0 3.5 B, Y 1.1 1.6 0.5 7.0 10.2 6.0 F 16 5.687 ML R1 Y 1.0 1.6 0.6 1.8 1.0 6.0 NA P Measured in hole, bottom fell apart 17 5.947 ML R1 Y 0.8 1.3 0.9 1.0 4.0 8.2 6.0 B II S F 18 6.965 ML R1 Y 1.1 1.1 0.6 2.0 4.8 7.0 F 19 7.621 ML R1 N 1.0 1.2 0.5 0.7 1.6 5.0 6.5 5.0 B II S P Base crack 20 7.992 ML R1 N 0.7 1.1 0.5 0.7 1.0 4.0 7.0 2.0 4.0 B III S F Base crack 21 5.795 ML L1 Y 0.9 1.3 0.4 10.6 13.2 9.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20241213_451013-1_sr-789_17030.pdf?sfvrsn=271c07b_120250403_448030-1_No SR_07900
2 0.698 ML R1 Y 0.8 0.7 1.5 7.0 1.5 C II S F BASE CRACK 07900037 3 0.658 ML L1 Y 1.0 0.6 1.6 4.0, BASE CRACK 07900037 5 0.010 ML R1 N 0.8 0.8 13.0 F TRACES OF CONCETE IN BASE 07900038 6 0.100 ML R1 N 0.9 0.9 1.8 7.0 F TRACES OF CONCETE IN BASE 07900038 7 0.050 ML L1 Y 1.2 1.2 16.5 F TRACES OF CONCETE IN BASE 07900038 8 0.120 ML R1 Y 1.5 1.5 9.0 1.5 C II S F TRACES OF CONCRETE IN BASE , BASE CRACK 07900039 9 0.170 ML L1 N 1.5 1.5 11.5 F TRACES OF CONCRETE IN BASE 07900039 10 0.050 ML L1 N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20250403_448030-1_no-sr_07900.pdf?sfvrsn=27c9e662_1IntersectionModeling
s O f f i c e I n t e r s e c t i o n M o d e l i n g I n t e r s e c t i o n M o d e l i n g D e t a i l M o d e l i n g o f A r e, i s c u s s e d O v e r v i e w M a k i n g R o o m f o r I n, m e t r y T e r r a i n S u r f a c e T e m p l a t e L i n e, r s e c t i o n \ D e t a i l M o d e l i n g i s t h e u s e o f H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/intersectionmodeling.pdf?sfvrsn=981e2dd9_2Concept Plans-District 5-Phase II
herein, and 2017 Standard Florida Department of Transportation, 2017 Design Standards and F L O, 2 ( 3 2 S P A C E S ) S U M T E R C O U N T Y , F D O T D I S T R I C T 5 T R U C K P A R K I N G, - 1 2 S T R A N D F O C 3 - 2 " C O N D U I T ( D I R E C T I O N A L B O R E ) T O T H E A C C E S S P O I N T F R O M T H E G R O U N D S E N S O R S F O R T R A N S M I S S I O N O F M E S S A G, T I T - 0 1 F O R D E T A I L S I N - G R O U N D S E N S O R S ( T Y P . ) W I L L H A V E A N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/cvo/website-materials/tpas/concept-plans/concept-plans-district-5-phase-ii.pdf?sfvrsn=a8f5c0a2_1