9038 search results for f

2024-03-12 New York Pedestrian Overpass Phase IIR - Structures

 LOCATION OF PROJECT SHEET DESCRIPTION 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, - 2 3 . 0 0 4 , F . A . C . SHEET DESCRIPTION NO. SHEET YEAR FISCAL 2:34:28 PM c, CITY LAKE F L O R I D A ' S BEACH LINE POLK COUNTY FROM MAIN STREET TO LAKE WIRE DRIVE, S E F O R P A D I R O L F E S N E C I L BENJAMIN MATTHEW WEAVER, P.E. NO. 81818

9290000.origind

F): Fly ash derived from the combustion of ground or powdered coal shall meet the requirements of ASTM C618 Class F fly ash. 929-2.2.1 Petroleum Coke Class F: Fly ash resulting from, F fly ash. When petroleum coke Class F fly ash is used in concrete, the test results shall verify, durability requirements of concrete, as compared to ASTM C618 Class F fly ash concrete. 9290000 All, , ASTM C157, FM 3-C1012, FM 5-516 and FM 5-578AASHTO T358. 929-2.2.2 Bark Ash Class F: Fly ash

6950205.FHWA

Re: StateSpecifications Office Section 695 Proposed S p e c i f i c a t i o n : 6 9 5 0 2 0 5 T r a f f i c M o n i t o r i n g S i t e Equipment and Materials. Dear Mr. Nguyen: We are submitting, 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 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, Standards, Index No. 17900. Allow n e w l y a p p l i e d a s p h a l t t o c u r e f o r a minimum

9310101-2.FHWA

Re: StateSpecifications Office Section 931 Proposed S p e c i f i c a t i o n : 9 3 1 0 1 0 1 - 2 M e t a l A c c e s s o r y M a t e r i a l s f o r C o n c r e t e P a v e m e n t a n d C o n c r, . 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, i n g a p p r o v a l o f t h e i r p r o d u c t s h a l l d e m o n s t r a t e t h e p e r f o r m a n c e o f t h e i r p r o d u c t i n a c c o r d a n c e w i t h t h e r e q u i r e m e n t

Section113-042214

and validated. 11.3.6 DEFINITIONS 11.3.6.1. Bandpass F i l t e r i n g : A f u n c t i o n o f t h e r e c, d t o f i l t e r o u t u n w a n t e d returned sound frequencies outside of that used for sound, PERSONNEL Q U A L I F ICATION REQUIREMENTS 11.3.7.1. D1.1, n a l w a v e ) p h a s e d a r r a y p r o b e s h a l l p r o d u c e f r e q u e n cies, calibrations and examinations. 11.3.8.7. Calibration B l o c k s : T h e s t a n d a r d r e f l e c t o r u

45373015201-PLANS-05-LIGHTING

) ENGINEER OF RECORD: LIGHTING PLANS INDEX OF LIGHTING PLANS F L O R I D A ' S FT, 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 . P.E., 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 P E E L

App H BCR_South_CSER

425-021

: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Inlet Inlet Type E Curb and Gutter Type F Curb and Gutter Grate Grate Type F Curb and Gutter Transition Type E Curb and Gutter Transition 7 1 425-021 CURB INLET TOP TYPES 5 AND 6 11/01/20 CURB INLETS TOPS (Type F Curb and Gutter, " 1 ' - 0 " Note 7) (See General F Curb Type E or Note 7) (See General F Curb Type E or 5'-9" 4'-6" 1 ' - 0 " 1 ' - 6 " 2 ' - 0 " Note 7) (See General F Curb Type E

711-001

" white Yield Lines consist of D i r e c t i o n o f T r a f f i c 1 0 / 1 7, 1 8 " Curb And Gutter Curb And Gutter B u f f e r e d B i k e L a n e L a n e T r a f f i c L a n e T r a f f i c L a n e T r a f f i c L a n, a n e T r a f f i c L a n e T r a f f i c L a n e T r a f f i c L, c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c Y

20240410_4521201_SR429_75473

= > 1/4" Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition : G= Good; F= Fair; P, h - - F SR 429 12 1.927 L1 - 5.3 13.5 - - SR 429 - - - - G L a t i t u d e L o n g i, i o n 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 Pavement, = Good; F= Fair; P= Poor - - G SR 429 16 0.938 L2 RWP 5.5 15.5 - - SR 429 - - - - F 13 1.927 L2 RWP 4.8 14.5 SR 429 - - - F 11 2.918 L2 RWP 5.4 12.5 - (in.) (%) Core Lgth (in.) LR T o t a l

20240625_210004-7_SR20_76050

Section: 76050000 Name: SR 20 Lanes: 4 G / F / P Federal Project No.: N/A To: South Palm Avenue, R2 O 0.9 0.7 6.0 7.6 LR 9.25 P P60 18.096 R2 N 1.0 0.9 3.0 4.9 LR F P61 18.350 R2 O 0.9 4.4 5.3, 3.1 4.3 ABC 10.6 1.9 S IB L F P75 22.026 R2 O 1.8 3.2 5.0 ABC 9.5 3.7 S IB L F P76 22.398 R2 O 1.5 2.2 3.7 ABC 8.8 3.5 S IB L F P78 22.900 R2 I 1.1 2.6 3.7 ABC 10.0 3.9 B IB M F P79 23.135 R2 I 1.4 3.2 4.6 ABC 7.2 3.5 B III S P P81 23.804 R2 I 1.0 1.5 2.5 LR 10.0 F P84 24.200 R2 I 1.0 1.1 0.8

425-021

F Curb and Gutter Grate Grate Type F Curb and Gutter Transition Type E Curb and Gutter Transition 7 1 425-021 CURB INLET TOP TYPES 5 AND 6 11/01/20 CURB INLETS TOPS (Type F Curb and Gutter, ' - 0 " 1 ' - 0 " Note 7) (See General F Curb Type E or Note 7) (See General F Curb Type E or 5'-9" 4'-6" 1 ' - 0 " 1 ' - 6 " 2 ' - 0 " Note 7) (See General F Curb Type E or 5'-9" Note 7) (See General F Curb Type E or 8'-0" 2'-3" Note 7) (See General F Curb

44728715201-ESTIMATES-QUANTITIES

of Lump Sum Items Quantity Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design Notes Construction Remarks 0101 1 Mobilization LS 1 1 ... ... ... 9/26/2024 6:12, Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1, Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0710 11125, Number Pay Item Description Units of Measure Number Required Duration (Days) P F P F Units P F

FDOT_AAM_FAQ_Document_Final

A R E T H E A P P L I C AT I O N S F O R A A M ? A AM applications include passenger-carrying, . WHAT A R E T H E B E N E F I T S O F A A M ? A AM will provide additional transportation options, . WHAT I S A N E V T O L A I R C R A F T ? An eVTOL aircraft is a type of electric aircraft that can, T O C H A R G E A N E V T O L A I R C R A F T ? There is no single charging standard for eVTOL, population means there is a signifcant market for early entrants. WHAT I S N E X T F O R A A M A S I T R

SP7150000redline

r e a c h d a y t h e l o c a t i o n a n d w o r k t o b e p e r f o r med, -decklightfixtureorpolemast (bracket) arm. 10. C l e a n i n g r e f r a c t o r s ( G l a s s w a r e ) . 11.Pearockinpullboxes. 12.Electricalputtyonendsofconduit. 13. L a mps. 14. B a l l a s t a s s e mbly. 15. R e f, be replaced with plastic refractors when approved by the Engineer. 715-3.10.4 R e f l e c t o r s - C l e a n a n d / o r p o l i s h t h e i n n e r s u r f a c e o f r e f l e c t o r s w i t h r e

SS0050104

) is deleted and the following substituted: 5-1.4.1. D e f i n i t i o n s : (a)ShopDrawings:Allworking, , sheeting, cofferdams, and special erection equipment. (d) C o n s t r u c t i o n A f f e c t i n g P u, d g e s o f c o m p l e x g e o m e t r y a n d / o r c o mplex design. Generally, this includes, e r t h a n 3 0 0 f e e t . 2 . S t r u c t u r a l l y c o n t i n u o u s s u p e r s t r u c t u r e s w i t h s p a n s o v e r 1 5 0 f e e t . 3.Steelboxandplategirderbridges. 4. S t e e l t r

SS0050104

) is deleted and the following substituted: 5-1.4.1. D e f i n i t i o n s : (a)ShopDrawings:Allworking, , sheeting, cofferdams, and special erection equipment. (d) C o n s t r u c t i o n A f f e c t i n g P u, d g e s o f c o m p l e x g e o m e t r y a n d / o r c o mplex design. Generally, this includes, e r t h a n 3 0 0 f e e t . 2 . S t r u c t u r a l l y c o n t i n u o u s s u p e r s t r u c t u r e s w i t h s p a n s o v e r 1 5 0 f e e t . 3.Steelboxandplategirderbridges. 4. S t e e l t r

4580000.origind

c i f i c a t i o n : 4 5 8 0 0 0 0 B r i d g e D e c k J o i n t s . Inaccordance, temperature epoxy capable of withstanding temperatures of minus 40°F to plus 250°F. ConformUse preformed, the proper width settings for a minimum 100°F temperature range. Shop drawings that are submitted, at temperatures other than 70°F, adjust the joint opening (Dim. A) as shown on Design Standards, Index No. 21110 at 70°F by the amount of the adjustment per 10°F shown in the Structures Plans, Poured Expansion

425-021

: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX Type F curb and Gutter Transition Grate Type F curb and Gutter Inlet Type E curb and Gutter Transition Grate Inlet Type E curb and Gutter 7 1 425-021 CURB INLET TOP TYPES 5 AND 6 11/01/20 CURB INLETS TOPS (Type F Curb and Gutter, ' - 0 " 1 ' - 0 " Note 7) (See General F Curb Type E or Note 7) (See General F Curb Type E or 5'-9" 4'-6" 1 ' - 0 " 1 ' - 6 " 2 ' - 0 " Note 7) (See General F Curb

FDOT State Transit Strategy Final Report April 2023

| Purpose and Approach T h e 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 ( F D, efficient, equitable, and sustainable mobility. Tr a f f i c c o n g e s t i o n , l i m i t e d a c c, and organizational structure WORK GROUP CHARGE Te a m F D OT’s transit strategy work group included, Development, Manager of the Public Tr a n s i t O f f i c e , a n d A s s i s t a n t M a n a g e r o f t h e P u b l i c Tr a n s i t O f f i c e . Wo r k G r o u p C h a r g e 8 State Transit