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Certified Bridge Inspector Sort by Letter
/ / 00267 Gary F. Athanason / / 00323 Brian R. Austin / / 00294 Jeffrey H. Bailey / / 00543 Jason Lee, G. Crews / / 00321 David R. Crissey 1/1/2020 00245 Earl F. Croley / / 00329 Matthew E. Cronley / / 00070 Lewis C. Dansby / / 00117 Faramarz F. Dargahi / / 00131 Bennie J. Darou / / 00128 Miguel, . Freeman, Jr. / / 00354 Jody S. Frye / / 00190 Higinio Fuentes / / 00195 Green F. Gainer, / / 00004 James L. Gillis / / 00078 John F. Givens / / 00088 Donald E. Gleason / / 00512 Borges Glen
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-alpha-jan-2019-internet_87aee867-aca0-4188-8e79-2ac177ef4d72.pdf?sfvrsn=2c9530ac_0Certified Bridge Inspector Sort by Number
. Reinhold 1/1/2016 00026 Julian F. Scott / / 00027 Wilmer N. Penny / / 00028 C. R. Milhoan / / 00030, F. Wade / / 00056 David A. Rothman 1/1/2020 January 10, 2019 Page 1 of 12 * see last page CBI, . Blackwell, Jr. / / 00078 John F. Givens / / 00079 Steven H. Gordon / / 00080 Clyde R. Carlson, / / 00117 Faramarz F. Dargahi / / 00118 James B. Harper / / 00119 Bobbie G. Giles / / 00120 Billy, / / 00190 Higinio Fuentes / / 00191 Tony R. Luffman / / 00192 John Cortessis / / 00195 Green F
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along the road. 5 Project History 6 JUNE 26, 2025 Throughout this PD&E study process, F D O T has, statutes. F D O T assessed species within the project limits, and through ongoing coordination with U, regarding traffic noise, please speak with one of our noise specialists here tonight. 15 Section 4(f, Thestudyteamexaminedtheprojectareaforpubliclyownedpropertiesthatmaybeaffected underSection4(f)oftheDepartmentofTransportationActof1966.TwinLakesParkisaSection 4(f)resource.ThePreferredAlternativeincludestheexpansionofthejoint
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bolt) a. Anchor Bolts: ASTM F1554 Grade 55 F. Anchor Bolts, Nuts and Washers: E. Stainless Steel, r a l l H e i g h t J o i n t s T e l e s c o p i c F i e l d 0 . 1 4 i n / f t T a p e r , T y p . J o i n t s T e l e s c o p i c F, Diameter M i n . 2 ' - 0 " (Typ.) 6" Cover S h a f t L e n g t h ( T o p, for (See Table 3 on Eq. Spaced Reinforcement Longitudinal S h a f t L e n g t h I s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-010.pdf?sfvrsn=b98a2760_1425-031FHWAApproved
e m e n t Inlet E d g e o f P a v e m e n t Transition Slope TABLE OF CONTENTS, these for reinforcing details. 1. See Sections E-E, F-F, and G-G on Sheet 3 DETAIL "A" 4 1 DETAIL "B" WELDED, u l d e r P a v e m e n t Inlet E d g e o f T r a v e l e d W a y, R O V E D D R A F T 7 / 1 4 / 2 0 2 5 7 : 4 6 : 2 7 A M R E V I S I, Sections E-E, F-F, and G-G on Sheet 3 DETAIL "A" 4 1 DETAIL "B" WELDED ELECTROFORGED C C D D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/425-031fhwaapproved.pdf?sfvrsn=6fa82436_1522-002
Strip SECTION A-A (Type F Curb Shown) 9" For Type E Curb 8" For Type F Curb Ramp Gutter Line, Or Transition (Where Necessary) Back Of Sidewalk 6 ' - 0 " M i n . B u f f e r 6, VIEW CR-F CR-G PLAN VIEW ISOMETRIC VIEW ISOMETRIC VIEW PLAN VIEW CR-D 0 . 0 2 1 : 1 2, a m p 5 ' - 0 " SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G 2'-0" Detectable Warnings, " ( S h o w n ) 7'-0" 7'-0" 4'-0" 4'-0" Min. SECTION C-C (Type F Curb Shown) 9" For Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/522-002.pdf?sfvrsn=d89fa765_1CADDManualFDMRecordOfChanges323081076
n o f s p e c i f i c C A D D S t a n d a r d L e v e l s f o r e a c h U t i l i t y Q u a l i t y, was removed f r o m t h e n e w S t a n d a r d P l a n s , r e f e r e n c i n g t h e a b b r e v i a t i o n s c h a n g e d t o a C o v e r D o c u m e n t o f t h e n e w S t a n d a r d P l a n s, Structure is a working sub-directory d u r i n g t h e d e s i g n p r o c e s s o f a n F D O T P r o j e c t . F i n a l P r o j e c t d e s i g n d o c u m e n t a t i o n ( l i k e p a v e m e n t d e s
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LIJ N S D E S C R I P T I O N D A T E B Y I D S H E E T P O L E L O C A T I O N F I N A L C R, I O N O F F S E T E L E V A T I O N L O C A T I O N E L E V A T I O N ( L ) ( H J ( D ) P O, PROJECT ID PROJECT N AM E : J A C K S O N V I L L E , F L O R I D A 3 2 2 4 6 Y R A 1 0 - 1 7 C E R T I F I C A T E O F A U T H O R I Z A T I O N N O . 6 8 7 6 C H E C K E D B Y : S R 2 5 H I G H L A N, M E $ $ F I L E $ Q U A N T I T Y 1 1 1 1 \.i � .. C, C, r,; ffi io LI.I _, ::, 0
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identification tag. G. Identification Tag: (Submit details for approval.) F. Perform all welding, Grade DH Heavy-Hex a. Shoe Base Bolts: ASTM F3125, Grade A325, Type 1 F. Base Bolts, Nuts, a r s ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u n d a t i o n D e p
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identification tag. G. Identification Tag: (Submit details for approval.) F. Perform all welding, Grade DH Heavy-Hex a. Shoe Base Bolts: ASTM F3125, Grade A325, Type 1 F. Base Bolts, Nuts, . Conduit with T i e B a r s ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003indreviewpkg.pdf?sfvrsn=8e7f725f_2715-003FHWAApproved
identification tag. G. Identification Tag: (Submit details for approval.) F. Perform all welding, Grade DH Heavy-Hex a. Shoe Base Bolts: ASTM F3125, Grade A325, Type 1 F. Base Bolts, Nuts, . Conduit with T i e B a r s ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003fhwaapproved.pdf?sfvrsn=be0f5482_1roadway011613
F l o r i d a ’ s T u rnpike, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 F i g u r e 2 – Mileage and Traffic on Florida’s State Highway System ............................................. 6 F i g u r e 3 – A n n u a l P e r c ent Change of DVMT per Centerline Mile by FDOT District . . . . . . . . . . . . . . . . . . . . . 7 F i, ) . . . . . . . . . . . . . . . . . . . . . . . . . 7 F i g u r e 5 – The Florida Strategic Intermodal System
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where the core temperature is expected to rise above 165°F. In that case, ensure that the percentage, (Seal) 3,000 8 IV (d)(f) 5,500 3 (b) IV (Drilled Shaft) 4,000 8.5 V (Special) (d)(f) 6,000 3 (b) 3460202.D012 All Jobs V (d)(f) 6,500 3 (b) VI (d)(f) 8,500 3 (b) (a) For precast three-sided, may allow a higher target slump when a Type F, G, I or II admixture is used, except when flowing, as allowed in (b). (f) When the concrete does not require a minimum resistivity of 29 KOhm-cm at 28
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to rise above 165°F. In that case, ensure that the percentage of fly ash is 35% to 50% by weight. b, ) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000 8 IV (d)(f) 5,500 3 (b) IV (Drilled Shaft) 4,000 8.5 V (Special) (d)(f) 6,000 3 (b) 3460202.D01 All Jobs V (d)(f) 6,500 3 (b) VI (d)(f) 8,500 3 (b) (a) For precast three-sided culverts, box culverts, endwalls, inlets, a Type F, G, I or II admixture is used, except when flowing concrete is used. The maximum target slump
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position it shall be designed for speeds of 65 mph [105 k/h]. (f)Thedisplaypanel, be in accordance with the MUTCD. (e)Thereshallbea360-degree hood for close-up glare reduction. (f, the unit for a minimum of three hours automatically when the motor driven generator fails to operate. (f, f o l l o w i n g : (a)Thesupportchassisshall be self-contained and self-supporting without, and operate or perform maintenance on the unit. (f)Thetrailershall meet all equipment specifications set
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• Existing LOS C • Future No-Build LOS F –Year 2045 • Average truck percentage 7% (observed high, Intersection LOS AM/PM X Failing Movements A B C D E F Optimal Acceptable Below Standard, 5 5 5 1 5 8 T H A V E N U E 5 5 T H A V E N U E F/F F/F F D/C F/F Future, Movements A B C D E F Optimal Acceptable Below Standard Level of Service (LOS) CR 510, in the spring 2024 Noise sensitive Area Map Section 4(f) • Wabasso Scrub Conservation Area directly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510_58aveus1/documents/441692-1_cr-510_public-hearing-presentation_2025-04-29.pdf?sfvrsn=33dc24c1_1Section6.1-6112
of Transportation. F) Field sampling and Testing Manual, Florida Department of Transportation, (15) ASTM F 467, Specification for Nonferrous Nuts for General Use (16) ASTM F 468, Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use (17) ASTM F 568, Specification for Carbon and Alloy Steel Externally Threaded Metric Fasteners (18) ASTM F 593, Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs (19) ASTM F 594, Specification for Stainless Steel
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: joint opening at 70 degrees F. fixed bearings and ambient temperature at the time of installation, Bent U n d e r s i d e o f E x p a n s i o n B e a r i n g U n d e r s i d e o f F i x e d B e a r i n g 5'-0" Berm (Min.) Stop (Typ. both ends) AB505C Distributing Beam U n d e r s i d e o f F i x e d B e a r i n g U n d e r s i d e o f E x p a n s i o n B e a r i n g 1 ' - 0 " T r u s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-200.pdf?sfvrsn=27f40d68_1Context Classification Framework for Bus Transit FINAL
, for FDOT projects. F D O T D E S I G N M A N U A L D E V E L O P M E N T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/context-classification-framework-for-bus-transit-final.pdf?sfvrsn=a53e4325_2Executed Contract BEA97 Renewal 1 with Modifications 1 and 2
(SAMP) to assist p a rticipating public-use a irport f acilities in F lorida. Airfield pavement, a critical f u nction: t o serve a s v isual guidance f o r pilots, g round vehicles, and ground, by eliminating the need f o r typical c ontractor p r ocurement processes. However, the airport sponsor remains s olely responsible f o r the e n gineering/surveying requirements a ssociated w i t h identifying, of the requested s ervices, an Independent Quality Assurance review (by a s eparate vendor assigned by the F D O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/executed-contract-bea97-renewal-1-with-modifications-1-and-2.pdf?sfvrsn=29a496b_1