9038 search results for f
Exhibit 907-1
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 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 . FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST SHEET DESCRIPTION SHEET NO. 123456-1-52-01 FINANCIAL PROJECT ID ) 59010 COUNTY ( WAKULLA INDEX OF RFP CONCEPT PLANS 61
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-907-1.pdf?sfvrsn=15ba5d86_4SysManStaff2025
o t . s t a t e . f l . u s 8 5 0 - 4 1 4 - 4 8 1 6 Gina Bonyani S e n i o r T r a n s p o r t a t i o n P l a n n i n g S p e c i a l i s t G i n a . B o n y a n i @ d o t . s t a t e . f l . u, e r n a t i v e s R o b i n . B i r d s o n g @ d o t . s t a t e . f l . u s 8 5 0 - 4 1 4 - 4 9, v e l o f S e r v i c e V a c a n t | C o n t a c t T h u r a i a S u l l y 8 5 0 - 4 1 4 - 4 7, a . S u l l y @ d o t . s t a t e . f l . u s 8 5 0 - 4 1 4 - 4 7 2 5 STAFF DIRECTORY S Y S T E M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/staff-directory/sysmanstaff2025.pdf?sfvrsn=94b2eb76_120231016_450879-1_SR 17_16090
Y 0.9 4.0 0.6 5.5 11.5 0.9 C IB L F 22 4.211 ML R1 N 0.8 1.4 1.6 3.8 1.2 3.8 C III S P 23 4.560 ML, 1.3 1.0 3.3 7.6 12.0 2.4 C II M P 50 2.442 ML R1 Y 0.9 2.9 3.8 7.5 F 52 2.612 ML L1 N 0.8 1.4 0.7, apart 67 4.677 ML L1 N 0.9 1.5 0.5 2.9 1.8 F 68 4.889 ML R1 N 0.9 0.6 0.9 2.4 10.8 2.4 C II M P Measured core delivered / Core came apart 70 5.235 ML L1 N 1.3 2.1 3.4 1.6 F 72 5.468 ML R1 N 1.0 1.4, Binder came apart 76 5.753 ML R1 N 0.9 1.4 2.8 5.1 1.9 F Binder came apart / Bottom up crack 78
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231016_450879-1_sr-17_16090.pdf?sfvrsn=8dd3778b_120231113_447237-1_SR 50_08050
D I T I O N COMMENTS 4 0.023 ML L2 Y 2.9 1.1 4.0 16.5 F 5 0.028 ML L1 Y 0.8 2.2 0.5 0.9 4.4 14.6 F 6 0.030 ML R1 N 2.7 0.3 1.3 4.3 13.5 F 8 0.043 ML R2 N 0.8 1.4 2.2 4.4 12.1 F 10 0.056 ML L1 N 1.0 1.0 0.5 1.7 4.2 11.8 F 11 0.070 ML L2 Y 0.7 1.4 0.6 1.9 4.6 13.9 F 12 0.072 ML R2 N 0.4 1.4 0.3 2.1 4.2 10.8 F 14 0.084 ML R1 N 0.8 1.2 0.7 2.0 4.7 9.3 F 15 0.088 ML L1 N 0.6 1.0 0.6 1.5, 0.9 0.9 0.6 1.5 3.9 13.6 F 22 0.127 ML R1 Y 1.1 1.4 0.4 2.1 5.0 15.0 F 23 0.129 ML L2 Y 0.9 1.0 0.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20231113_447237-1_sr-50_08050.pdf?sfvrsn=4009d44_144787815201-CROSS SECTIONS
447878-1-52-01 HENDRY SR 80 6 / 1 9 / 2 0 2 5 Z : \ P r o j e c t s \ F D O T \ 4, 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, / 2 0 2 5 Z : \ P r o j e c t s \ F D O T \ 4 4 7 8 7 8 1 5 2 0 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-cross-sections.pdf?sfvrsn=d2eefae4_120230626_4477021_SR589_14470
. 4.711.5 4.7A -F 5.410.5 Pavement delamination observed between layers at an approximate depth, 1622.84R2 1522.67R2RWP ----F 5.111.0 1422.59R2RWP Pavement delamination observed between layers, upwards (i.e. bottom up crack). 2.4-- - --F Pavement delamination observed between layers at an approximate depth of 2.7 inches. 4.611.5 -- -F 5.512.0 Longitudinal crack observed approximately 78, / 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/14-pasco/20230626_4477021_sr589_14470.pdf?sfvrsn=c8158924_1455-031FHWAApprovedPkg
a i l A ) c o m p o u n d j o i n t " F u l l e p o x y ƅ w i t h i n l i m i t s o f c o l l a r . " a m p l i t u d e Ɓ s u r f a c e t o C o n c r e t e P i l e R o u g h e n 3 0 " S q . P r e s t r e s s e d 4 " 4 " j o i n t F u l l e p o x y c o m p o u n d e p o x y c o m p o u n d F o r m t o r e t a i n m e c h a n i c a l s p l i c e . D i a g o n a l T i e s i n p r e - p, q u i r e d ) B o t t o m o f S e a l P i l e C a p B o t t o m o f ( s e e N o t e 1 ) 1 " Ø
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/455-031fhwaapprovedpkg.pdf?sfvrsn=ea90bb57_1fdot-bdv31-977-93-rpt
Project No. P0071623-P0071624 FDOT Contract No. BDV31-977-93 U n i v e r s i t y o f F l, (or "metric ton") Mg (or "t") TEMPERATURE (exact degrees) o F Fahrenheit 5(F-32)/9 or (F-32)/1.8, . No. of Pages 22. Price Unclassified Unclassified 482 Form DOT F 1700.7 (8-72). Reproduction, : Negative bending precast beam specimens ......................344 APPENDIX F LS-DYNA cards, ...........................................................39 Figure 4.5 Typical FDOT profiles for tendons with flexible (‘F’) filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-93-rpt.pdf?sfvrsn=7aa2e627_345217215201_PLANS-01-STRUCTURES
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, WEST CITY LAKE F L O R I D A ' S BEACH LINE CONTRACT PLANS COMPONENTS STATE ROAD, :37 PM 11/18/2025 prosso 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/fy26-27/ad--27114/45217215201_plans-01-structures.pdf?sfvrsn=a9d96b9e_1BDV31-977-93-final-report-w-all-appendices (3)
Project No. P0071623-P0071624 FDOT Contract No. BDV31-977-93 U n i v e r s i t y o f F l, (or "metric ton") Mg (or "t") TEMPERATURE (exact degrees) o F Fahrenheit 5(F-32)/9 or (F-32)/1.8, Unclassified Unclassified 482 Form DOT F 1700.7 (8-72). Reproduction of completed page authorized v, specimens ......................344 APPENDIX F LS-DYNA cards for finite element modeling, Typical FDOT profiles for tendons with flexible (‘F’) filler (FDOT Index 21801) selected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/bdv31-977-93-final-report-w-all-appendices-(3).pdf?sfvrsn=af93061a_3550-011FHWAApprovedPkg
: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX B R I D G E F E N C I N G ( C U R V E D, l a b S i m i l a r ) A p p r o a c h S l a b ( F l e x i b l e P a v e m e n t A p p r o a c h S, l " A " S e e P a r a p e t C o n c r e t e T o p o f o r L o o p C a p P o s t C a p ( s h o w n ) o f P o s t O u t s i d e E d g e C o n c r e t e P a r a p e t � P o s t & o r R a i s e d S i d e w a l k B r i d g e D e c k ( s h o w n ) ( T y p e v a r i e s ) * T r a f f i c R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/550-011fhwaapprovedpkg.pdf?sfvrsn=4b4698b7_1Section92-042915
s 2 0 . 2 3 ( 3 ) ( a ) a n d 3 3 4 . 0 4 8 ( 3 ) , F l o r i d a S t a t u t e s 9 . 2 . 3 S C O P E T h e p r i n c i p a l u s e r o f t h i s d o c u m e n t i s a s t r u c t u r a l c o n c r e t e p r o d u c e r . 9 . 2 . 4 R E F E R E N C E S C o d e o f F e d e r a l R e g u l a t i o n s ( C F R ) , F e d e r a l - A i d P o l i c y G u i d e ( F A P G ) , S u b c h a p t e r G – E n g i n e e r i n g a n d T r a f f i c O p e r a t ions, Part 637 – Construction Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section92-042915.pdf?sfvrsn=ac8df677_12025 Florida Aviation Project Handbook
18-36 Rehabilitation Ta b l e o f C o n t e n t s P a r t 1 - T h e F l o r i d a Aviation Project, s t F u n d ( S T T F, 2 F D O T Work Program Overview, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Ty p i c a l F u n d i n g P e rcentages by Airport Ty p e, d A I P I n f o r m a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/2025-florida-aviation-project-handbook.pdf?sfvrsn=19c49244_5Florida Aviation Project Handbook-Current
18-36 Rehabilitation Ta b l e o f C o n t e n t s P a r t 1 - T h e F l o r i d a Aviation Project, s t F u n d ( S T T F, 2 F D O T Work Program Overview, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Ty p i c a l F u n d i n g P e rcentages by Airport Ty p e, d A I P I n f o r m a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/florida-aviation-project-handbook-current.pdf?sfvrsn=116003ee_4448930-1 ADA-AssessmentPlans
16.163 NONE 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 T A L, . 0 0 4 , F . A . C . 1 0 / 1 6 / 2 0 2 3 1 1 : 3 6 : 2 3 A M FT, 90 (US 41) SR 90 (US 41) SB S39°04'25"E EXIST. CONC. SW. EXIST. CONC. SW. EXIST. TYPE F CURB, C . S W . EXIST. TYPE F CURB EXIST. TRAFFIC SEPARATOR +40.00 95.25' RT. +24.88 95.26' RT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1-ada-assessmentplans.pdf?sfvrsn=24054816_1536-001FHWAApprovedPkg
" ¡ P a n e l 1 : 1 0 M a x . G u a r d r a i l F a c e o f 1 ' - 0 " G u a r d r a i l F a c e O f G u a r d r a i l F a c e O f G u a r d r a i l F a c e O f P a v t . ( 1 : 1 0 M a x . ) 2, a r d r a i l F a c e o f G U A R D R A I L T Y P E S - M O U N T I N G H E I G H T S & P O S T D E, ¡ P o s t & B r e a k S l o p e ¡ P o s t & ( 1 : 2 M a x . ) F r o n t S l o p e ( 1 : 2 M a x . ) F r o n t S l o p e ¡ P a n e l ¡ P a n e l G u a r d r a i l F a c e o f 7 " M i n . S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/536-001fhwaapprovedpkg.pdf?sfvrsn=c226f757_144927515201-PLANS-03-SIGNALIZATION-PHIV (1)
OF RECORD: SIGNALIZATION PLANS INDEX OF SIGNALIZATION PLANS FDOT PROJECT MANAGER: F L O R I D, e c t s \ F D O T \ 4 4 9 2 7 5 1 5 2 0 1 \ S i g n a l i z a t i o, PLANS T-4 - T-15 SIGNAL TIMING DETAILS T-16 - T-20 PHASE IV 6/24/2024 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-plans-03-signalization-phiv-(1).pdf?sfvrsn=af0e1af0_144728715201-PLANS-02-SPM
N I L K K R A M Y E L N A T S 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 (FEDERAL FUNDS) F L O R I D A ' S FT LAUDERDALE MIAMI 75 75, LICENSE NUMBER KCI TECHNOLOGIES, INC. VENDOR NO.: 52-1604386 (954) 776-1616 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-02-spm.pdf?sfvrsn=9ce18c25_120240604_450740-1_SR 25 (US 27)_11200
– – – – F 4 17.167 4.5 L3 1.3 4.9 6.2 LR 10.3 3.0 Br II S P 5 16.849 3.0 LRTL X 1.3 5.6 6.9 LR 10.1 – – – – F 6 16.694 10.0 L3 X 1.6 4.8 6.4 LR 10.1 3.8 Br II S P 7 16.694 2.0 OL 2.2 4.8 7.0 LR 9.3 – – – – F 8 16.065 9.0 L3 X 1.2 4.8 6.0 LR 10.5 – – – – F 9 16.065 5.5 LRTL 1.2 4.9 6.1 LR – – – – – F 10 15.353 3.0 L3 X 1.3 5.8 7.1 LR 11.4 – – – – F 11 15.353 2.0 OL 1.8 4.7 6.5 LR 10.5 – – – – F 12A 15.369 4.0 R3 1.7 2.0 0.3 1.2 5.2 LR 9.9 B ST II S P 12B 15.369 4.0 R3 1.7 5.3 7.0 LR 8.1 B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20240604_450740-1_sr-25-(us-27)_11200.pdf?sfvrsn=db98d5c0_120240417_450973-1_SR 15-600 (US 17-92)_79040
(Section 79040-101) 2 0.128 5.0 OR 1.4 2.0 3.4 COQ 11.8 – – – – F (Section 79040-101) 3 0.298 7.5, B Br I S P 5 0.490 2.0 OR 0.9 3.6 4.5 LR 9.1 – – – – F 6 1.200 3.0 R2 X 1.9 2.6 4.5 LR – – – – – F Take core on newer pavement -- near Ft. Florida Rd.) *core north of traffic loop 7 1.719 4.0 R2 1.0 3.0 4.0 LR 11.0 1.4 SL I L F 8 1.719 2.0 OR 1.6 3.3 4.9 LR 9.6 – – – – F 9 2.532 3.0 R2 X 0.6 3.2 3.8 LR – 1.4 SL II S P 10 2.532 2.0 OR 2.0 3.0 5.0 LR 9.2 – – – – F 11 3.294 2.5 R2 X 0.9 2.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240417_450973-1_sr-15-600-(us-17-92)_79040.pdf?sfvrsn=4ce86fd_1