9038 search results for f

SS0080303

r o v i d e d i n 8 - 6 , f o r r e a s o n s o t h e r t h a n t h e f a u l t o f t h e C o n t r, ult o f e i t h e r u t i l i t y w o r k t h a t w a s n o t d e t a i l e d i n t h e p l a n s, . (2) U t i l i t y w o r k a c t ually a f f e c t e d p r o g r e s s t o w a r d c o mpletion, accordingly. The e x i s t e n c e o f a n a c c e p t e d s c h e d ule, including any required update

BDF2014

a t o r C r e e k A l l i g a t o r C r e e k S a n t a F e R i v e r S a n t a F e R i v e r S a n t a F e R i v e r N e w R i v e r, Airpark State Prison Airport S A N F E L A S C O H A M M O C K P R E S E R V E, ft. 360,000 ft. 400,000 ft. County Park Solid Waste Management Facility " ) F " ) F State, U.S. Federal Highway " ¡ 1 U.S. Federal Highway " ¡ 1 State Highway A B 27 F ina lApproved

fdot-bdv25-977-40-rpt

. Performing Organization Name a nd Address Center for Urban Transportation R esearch ( C UTR) University o f, . Contract o r Grant No. BDV25-977-40 12. Sponsoring Agency Name a nd Address Florida Department o f, o f total crashes, the impact b etween two cars crashing into each other at h igh speeds in opposite d irections causes a tremendous amount o f d amage compared to any o ther types of crashes, especially o n f r eeways or o ther limited access facilities. Therefore, there is a continuing need

649-010

4 i n / f t T a p e r ( T y p . ) (See Sheet 3) Clamp (Typ.) Messenger Wire, with Specification 460-6.4. F. Provide a ‘J’ or ‘C’ hook at the top of the pole for signal wiring support (See, Covers: ASTM B26 (319-F) G. Handhole Cover: ASTM A1011 Grade 50, 55, 60 or 65 F. Handhole Frame, " Cover 4 " C o v e r 1'-0" (Max.) Spaced @ #5 Tie Bars 1' x 1" Chamfer ' B F ' 1, " Chamfer ' B F ' 1 " Equally Spaced #11 Bars (Typ.) Double Nuts ¡ Drilled Shaft & ¡ Pole

515-061

OF RAILING @ 70°F (5) 4ƃ" Max. Gap Type 1 - Picket Infill Panel shown Varies (See Plans) Infill, railing f r o m d r o p - o f f ) S l o p e 2 % M a x . ( a w a y Bridge, " ~ S H B R 3 ' - 0 " f o r P B R 3 ' - 6 " f o r S H B R WASHER, (See ƃ" Bearing Pad (Typ.) ( a w a y f r o m C o p i n g ) S l o p e 2 % M

515-051

Slab Begin or End @ 70°F 30'-0" (Maximum) 48" SHBR** 42" PBR** Silicone Sealant for Pre-cured, '-0" sp. Bars 4P 4" 4" " 2 1 1 Const. Joint permitted ( a w a y f r o m C o p i n, "xƂ" � Bolts & Post " 2 1 2 " 2 1 2 Bridge Deck Sidewalk l e n g t h B o l t f r o m d r o p - o f f ) S l o p e 2 % M a x . ( a w a y (centered) " Ø, 2 " ~ P B R 4 8 " ~ S H B R 3 ' - 6 " f o r S H B R 3 ' - 0 " f o

460-490

Steel (varies) Existing Reinforcing Steel (varies) Existing Reinforcing 1'-4" 1'-6" Narrow F-Shape Wide F-Shape 8Ƃ" " 4 3 10 Narrow F-Shape Wide F-Shape 3Ƃ" " 4 3 5 5" 3'-0" 4" 1, (to remain) Existing Traffic Railing, Narrow F-Shape Wide F-Shape Outer Tube Ǝ" Ø thru hole, ) Existing Bridge Deck F-Shape Traffic Railing SECTION A-A Corral Shape Traffic Railing SECTION

Vol1SDG

2013 - 2014 Road Ranger Responder Survey

r a t i o n s P r o g r a m . I f y o u w o u l d l i k e t o u s e o r r e p r i n t a n y o f t, e o f C o n t e n t s R o a d R a n g e r B a c k g r o u n d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 P u r p o s e o f t h e S u r v e y, of the Department’s Tr a f f i c I n c i d e n t M a n a g e m e n t ( T I M ) Program. Road Rangers provide, . “ T h i s i s a g r e a t s e r v i c e t o a s s i s t c i t i z e n s a n d l a w e n f o r c

2011-2012-RR-Annual-Survey-Report-FINAL

r a t i o n s P r o g r a m . I f y o u w o u l d l i k e t o u s e o r r e p r i n t a n y o f t, e o f C o n t e n t s R o a d R a n g e r B a c k g r o u n d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 P u r p o s e o f t h e S u r v e y, of the Department’s Tr a f f i c I n c i d e n t M a n a g e m e n t ( T I M ) Program. Road Rangers, a m m e m b e r s i n c l u d e f i re/rescue departments, emergency medical service (EMS

2013 - 2014 Road Ranger Responder Survey

r a t i o n s P r o g r a m . I f y o u w o u l d l i k e t o u s e o r r e p r i n t a n y o f t, e o f C o n t e n t s R o a d R a n g e r B a c k g r o u n d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 P u r p o s e o f t h e S u r v e y, of the Department’s Tr a f f i c I n c i d e n t M a n a g e m e n t ( T I M ) Program. Road Rangers provide, . “ T h i s i s a g r e a t s e r v i c e t o a s s i s t c i t i z e n s a n d l a w e n f o r c

2011-2012-RR-Annual-Survey-Report-FINAL

r a t i o n s P r o g r a m . I f y o u w o u l d l i k e t o u s e o r r e p r i n t a n y o f t, e o f C o n t e n t s R o a d R a n g e r B a c k g r o u n d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 P u r p o s e o f t h e S u r v e y, of the Department’s Tr a f f i c I n c i d e n t M a n a g e m e n t ( T I M ) Program. Road Rangers, a m m e m b e r s i n c l u d e f i re/rescue departments, emergency medical service (EMS

December 2023 Target Zero Partner Update

O R T S T . L U C I E P D M O D E L T R A F F I C S T O P C O O R D, School- Officer J. Luongo Somerset College Prep High School- Officer F. Improta St. Lucie We st, A F F I C S T O P C O O R D I N A T O R August 2, 2023 24 P o r t S t . L u c i e P D M o d e l T r a f f i c S t o p C o o r d i n a t o, Action Plan: Ta b l e o f C o ntents 1: Executive Summary Letters from Mayor Daniella Levine Cava

3460100-122FHWA

superstructure and prestressed elements when the ambient temperature at the time of concrete placement is 60°F, Type F Slag Highly Reactive Pozzolans (4) Silica Fume Metakaolin Ultra-Fine Fly Ash General, environments. (2) For Concrete with Core Temperature T≤165°F. (3) For Concrete with Core Temperature T≥165°F. (4) Highly reactive pozzolans may be used below the specified ranges to enhance strength, into a concrete mix design, use a high range water-reducing admixture Type I, II, F or G. 346-2.5.2.1

9160000.FHWA

a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested in accordance, and Softening Point, AASHTO T53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only, , Jnr, 3.2 (d, e, f) AASHTO M332-14 67°C (Modified binders only) 76°C (High Polymer binder only, ) Dynamic Shear Rheometer, AASHTO T315-12 (2016) G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g, a “V” grade per AASHTO M332-14. (f) A maximum Jnr diff = 75% does not apply for any Jnr value

9160201.FHWA

an initial boiling point of 385°C (725°F) or lower when tested in accordance with ASTM D6352. For all PG, ) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) 9160000 All Jobs Rolling Thin Film Oven Test, only) ”S” = 4.50kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M 332-14, /sec. Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T 313-12 S (Stiffness), @ 60 sec. m-value, ) shall pass an “E” grade per AASHTO M 332-14. (f) A maximum Jnr diff = 75% does not apply for any Jnr

4500204.origind

Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 5 0 0 2 0 4 P r e c a s, extend approximately 6 inches to both sides. 450-4.2.3 P r e s t r e s s i n g S t e e l f o r P r e, h e r e c o m m e n d a t i o n s o f t h e material manufacturer. d. A n y materials c h a n g e p, , is not less than that provided by the stranding shown in the Plans. f. Ultimate strength of the structure

0060000SS

Certification: 6-1.3.1 P r o d u c e r C e r t i f i c a t i o n : E n s u r e c o mpleteness and correlate, f i e d P r o d u c t s L i s t : T h e P r o d u c t E v a l u a t i o n S e c t i o n i n t h e S t a t e S p e c i f i c a t i o n s O f f ice publishes and maintains a Qualified Products List, , c.LaboratoryIdentificationandName, d. T r a i n i n g I d e n t i f i c a t i o n N u mbers (TIN) and initials, to deficiencies in the performance of the QC program. d. C e r t i f y i n g materials

0060000SS

Certification: 6-1.3.1 P r o d u c e r C e r t i f i c a t i o n : E n s u r e c o mpleteness and correlate, f i e d P r o d u c t s L i s t : T h e P r o d u c t E v a l u a t i o n S e c t i o n i n t h e S t a t e S p e c i f i c a t i o n s O f f ice publishes and maintains a Qualified Products List, , c.LaboratoryIdentificationandName, d. T r a i n i n g I d e n t i f i c a t i o n N u mbers (TIN) and initials, to deficiencies in the performance of the QC program. d. C e r t i f y i n g materials

0090503.FHWA

Re: StateSpecifications Office Section 009 Proposed S p e c i f i c a t i o n : 0 0 9 0 5 0 3 M e, 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 A t t a c h ment, . 3. T h e t o t a l q u a n t i t y f o r w h i c h p a r t i a l p a y ment is made shall, h a l l f u r n ishsubmit to the Engineer with copies of certified invoices to document the value