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section61-6112
Test Methods and Specifications, Philadelphia, Pennsylvania D) American A s s o c i a t i o n o f S t a t e H i g h w a y a n d T r a n s p o r t a t i o n O f f i c i a l s (AASHTO), Part I, ,FloridaDepartmentofTransportation F) Field sampling and Testing Manual, Florida Department of Transportation Topic, and other Contract Documents. 6.1.5 GENERAL I N F O R M A T ION M a n u f a c t u r e r s a r e r e s p o n s i b l e f o r t h e p r o d u c t i o n , i n s p e c t i o n , d o cumentation, storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section61-6112.pdf?sfvrsn=c734ffc6_1Webinar 1_Overview of HCM 7th Ed. & HCS - 08.19.2025
11 12 13 14 15 7:00 - 7:15 E E D E D C C D D D E E D D E 7:15 - 7:30 E E E E F F F F F F F F F F F 7:30 - 7:45 F D D F F F F F F E E E D F E 7:45 - 8:00 D D D E D D C F F D E E D D E 8:00 - 8:15 E, 7:15 - 7:30 E E E E F F F F F F F F F F F 7:30 - 7:45 F D D F F F F F F E E E D F E 7:45 - 8:00 D D D E D D C F F D E E D D E 8:00 - 8:15 E D D D D D C D D D E E D D E Time 1 2 3 4 5 6 7 8 9 10, 30 35 50 60 23 26 10 4 6 f t How different crossing treatments affect pedestrians crossing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-tsi-2025-2026/webinar-1_overview-of-hcm-7th-ed-hcs---08-19-2025.pdf?sfvrsn=ab0b2314_144787815201-PLANS-02-SIGNINGMARKING
MARKING PLANS INDEX OF SIGNING AND F L O R I D A ' S 1 1 / 1 0 / 2 0 2 5 1 1 : 3, p b o x \ G E G P r o j e c t s \ S R 8 0 f r o m C a p t a i n H e n d r y D r t o E F o r r e y D r \ 4 4 7 8 7 8 1 5 2 0 1 \ S i, ://tinyurl.com/2tbna7s7 PROJECT LOCATION URL: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-plans-02-signingmarking0c0edcc2-ef43-4d1b-970c-5666197f20e0.pdf?sfvrsn=4acbb87a_120220710_445301-1_SR 15_79040
Sampling, Core broke during extraction 7 10.950 2.0 OL 1.3 2.0 3.3 LR 13.5 ꟷ ꟷ ꟷ ꟷ F 8 10.375 6.0 LRTL 0.9 2.4 12.5 ABC 9.2 ꟷ ꟷ ꟷ ꟷ F Right TL to McGregor Rd. 9 9.848 8.0 L2 1.0 2.0 1.1 4.1 LR 7.9 B SL, length field measured, Raveling 10 9.537 6.0 LRTL 0.5 3.2 3.7 LR 12.6 ꟷ ꟷ ꟷ ꟷ F Right TL, Severe longitudinal cracking -- LWP 12 9.462 2.5 OL 1.0 2.3 3.3 LR 11.2 ꟷ ꟷ ꟷ ꟷ F 13 9.308 6.0 LRTL 0.8 2.5 3.3 LR 12.0 ꟷ ꟷ ꟷ ꟷ F Right TL to W. Minnesota Ave 14 8.603 5.0 LRTL 0.9 1.3 1.7 3.9 LR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20220710_445301-1_sr-15_79040.pdf?sfvrsn=b01471d1_144893815201-DrainageTechMemo
. LICENSE NUMBER: 82300 COREY M. BLOXAM, P.E. 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 . ENGINEER OF RECORD TYPICAL SECTIONS (1) R/W LINE R/W, , INC. LICENSE NUMBER: 82300 COREY M. BLOXAM, P.E. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagetechmemo.pdf?sfvrsn=a9ba6939_1521-001
- Section Options 19 20 Median Barrier Shoulder Barrier 5 6 Median Barrier - Connection to F-Shape Shoulder Barrier - Connection to F-Shape Curb and Gutter Barrier Median Barrier - Sloped, . 4 B a r s @ G u t t e r L i n e ( T y p . , E a . F a c e ) " C o v e r 2 1 2 3 " C o v e r 3 " C o v e r 5 S p . @ 6 " F r e e E n d R e i n f o r c i n g M E D I A N B A R R I E R 3 8, i n a l J o i n t C o v e r V a r i e s L a p w i t h B a r s 4 U 1 ) & F i e l d B e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-001.pdf?sfvrsn=fe346dd5_2v1-section511-clean
Investigations 5-1-1 Section 5.11 F O R E N S I C I N V E S T I G A T I O N S 5 . 1 1 . 1 P U R P, Construction Offices (RCO) / Operations Centers (OC). 5.11.4 FORENSIC I N V E S T I G A T I O N S F o r e n s i c i n v e s t i g a t i o n i s a c a r e f u l i n q u i r y a n d r e p o r t o f c a u s e s o f d i s t r e s s a n d f a i l u r e o f e n g i n e e r e d p r o c e s s e s , m a t e r i a l s , a n d t r a n s p o r t a t i o n i n f r a s t r u c t u r e c o m p o n e n ts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section511-clean_578796b1-ede4-43b3-b659-6b1f9afd7c06.pdf?sfvrsn=237d2dd8_0Existing Noise Barrier Flowchart_February 2025
Existing Noise Barrier Methodology* *To b e u s e d f o r e v a l u a t i n g e x i s t i n g n o i s e b a r r i e r s t h a t a r e n o t i n c o n f l i c t w i t h t h e p r o p o s e d r o a d w a y D e s i g n . F o r n o i s e b a r r i e r s w h i c h a r e i n c o n f l i c t w i t h t h e p r o p o s e d r o a d w a y D e s i g n , c o n s u l t F D O T. S t e p 1 : I d e n t i f y I m p a c t s S t e p 3 : C o m p a r e F u t u r e N o i s e L e v e l s t o E x i s t i n g L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/existing-noise-barrier-flowchart_february-2025.pdf?sfvrsn=c514db34_120250203_210865-7_SR20_38030
B IB M F 248.510 L1 N 1.5 1.2 1.5 0.5 0.9 0.5 6.1 LR 5.3" 2.6 B II M P LONG CRK, LT SPL 259.000 L1, 1.5 2.0 0.5 0.3 0.5 6.3 LR 1.4 B II M P SPL 376.705 OR N 0.7 1.2 1.9 LR 7" F 387.526 OR N 1.5 2.5 4.0 LR 4.0 S III S P TRVCK 398.300 OR N 1.7 2.2 3.9 LR F 409.326 OR N 1.6 0.9 3.7 6.2 LR 6.2 S, . ) T y p e C l a s s E x t e n t 4110.300 OR N 1.6 2.6 4.2 LR F 4211.147 OR N 0.4 0.8 3.8 5.0 LR F 4312.342 OR N 1.0 0.8 3.1 4.9 LR F 4413.417 OR N 1.6 3.2 4.8 LR F 4514.327 OR N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/38/20250203_210865-7_sr20_38030.pdf?sfvrsn=98ef1246_19970000-122impl
Data Sheet Minimum 0°F to +150°F Output Signal Technical Data Sheet Minimum +200mV or produce a charge signal for passenger car/pickup truck axle @ 70°F with less than 10% negative signal for non, Pressure sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F to +150°F Output Signal Range Technical Data Sheet Minimum +34 mV (front axle) and +65mV (rear, Technical Data Sheet -50°F to 176°F Scale Capacity Technical Data Sheet 45000 pounds per axle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9970000-122impl.pdf?sfvrsn=a6e4f79b_29970000-122origind
sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F to +150°F Output Signal Technical Data Sheet Minimum +200mV or produce a charge signal for passenger car/pickup truck axle @ 70°F with less than 10% negative signal for non- WIM axle sensors, Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F to +150°F Output Signal Range, -50°F to 176°F Scale Capacity Technical Data Sheet 45000 pounds per axle and overload protected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9970000-122origind.pdf?sfvrsn=56bed450_2F4006PLANS
SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY 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 . 7 / 5 / 2 0 2 2 3, \ F D O T \ 4 4 4 7 6 1 5 5 2 0 1 \ R o a d w a y \ K E Y S R D 0 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4006/f4006plans.pdf?sfvrsn=5aff9f34_2TRAC-2023-Trifold
. TRAC™ is a program of the American Association of State Highway and Tr a n s p o r t a t i o n O f f i c i a l s . I n t r o d u c i n g T R AC ™ “The ride of a lifetime” LEADING BY EXAMPLE, a l k t o s t u d e n t s a b o u t t h e i m p o r t a n c e o f m a t h a n d s c i e n c e i n p r e p a r i n g f o r t h e i r f u t u r e . T H E C H A L L E N G E W i t h t h e g r o w t h o f t h e e c o n o m y i n t h e U n i t e d S t a t e s , m o r e c a r e e r o p p o r t u n i t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/public-involvement/trac-rides/trac-2018-trifold.pdf?sfvrsn=2e1086dd_444629625201-PLANS-05-LIGHTING
PROJECT LIMITS: EXCEPTIONS: BRIDGE LIMITS: RAILROAD CROSSING: L-1 LOCATION OF PROJECT 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 . F L O R I D, L Z E L A Z N O G . J O D R A C I R R E E N I G N E L A N O I S S E F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-05-lighting.pdf?sfvrsn=871ae0eb_12023_ISD_Grant_Report
for the Transportation Disadvantaged Contact: Jeff Barbacci, CPA T h o m a s H o w e l l F e rguson P.A. 2615, H i s t o r y o f, H i s t o r y o f U t i l i z a t i o n o f I S D G r a n t F u n d s, H i s t o r y o f I S D G r a n t R e c i p i e nts, F Y ) . With this $6 million, the ISD Grant is once again the second largest grant program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/grantdocs/2023_isd_grant_report.pdf?sfvrsn=510df12a_120210405_441950-1_SR 31_01030
OFFSET= 500ft RT. LWP TRANSV CRACKING. 2 12.126 ML R1 N 1.0 5.8 1.0 7.8 6.0 12+ F OFFSET= 510ft RT, LONG AND TRANSV CRACKING. 8 11.821 ML L1 N 4.8 5.0 0.5 10.3 12+ F 9 11.821 ML R1 N 3.0 2.8 5.8 12+ F CORE STUCK IN CORE BIT. 11 12.378 ML R1 N 5.0 3.3 0.8 0.3 9.3 12+ F CORE CAME OUT IN 2 PARTS. NO BASE. 12 12.378 ML L1 N 4.3 3.8 0.5 0.8 9.3 12+ F CORE CAME OUT IN 2 PARTS. NO BASE. 12A 12.390 ML, 6.0 12+ 4.5 II L P OFFSET= 290ft RT. LWP TRANSV CRACKING. 14 12.126 ML R1 Y 6.8 1.0 7.8 4.0 12+ F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20210405_441950-1_sr-31_01030.pdf?sfvrsn=f4740459_1rglmodelbrief
Census Transportation Planning Products (CTPP) F u t u r e Ye a r : B u r e a u o f E c o n o m i, m i t t e d r o a d w a y i n f r a s t r u c t u r e I n f r a s t r u c t u r e t h a t h a s b e e n d e e m e d c o s t f e a s i b l e E M P LOYMENT DATA Public Sources: U.S. Census, c i a l i z e d s o f t w a r e u s e d t o m a ke travel pattern forecasts. WHY IS IT IMPORTA N T, and Guidance for Tr a v e l D e m a n d M o d e l i n g a n d Tr a ffi c A n a l y s i s To o l s F l o r i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/research-papers/rglmodelbrief.pdf?sfvrsn=56191458_120240611_451017-1_SR 683_17120
2.7 6.0 2.7 B III S P 4 0.107 ML R2 N 1.5 1.5 10.0 1.5 B III S F 5 0.107 ML R1 N 1.5 1.6 3.1 3.1 B II M P Limerock base, unable to verify depth 8 0.248 ML R2 N 1.6 0.3 1.9 6.2 N 1.9 B III S F, III S F 15 0.332 ML L1 Y 1.2 3.4 4.6 16.0 4.6 B III S P 16 0.411 ML R2 N 1.8 0.5 2.3 6.5 N 2.3 B, N 2.0 2.0 5.0 N 2.0 B III S P 25 0.013 ML R1 Y 1.5 1.2 1.6 4.3 8.0 18.0 F 26 0.170 ML R1 Y 1.4 1.1, R1 N 1.3 2.1 3.4 9.0 P 31 0.064 ML R2 N 1.6 1.4 1.3 4.3 10.0 F 32 0.294 ML R2 N 1.3 0.2 1.5 6.3 P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20240611_451017-1_sr-683_17120.pdf?sfvrsn=aa834b75_120240514_208203-3_SR230_71080
153.244 L1 N 1.4 2.9 0.3 4.6 LR 2.0 B IB L F 160.500 OR N 1.3 1.3 LR F 171.500 OR N 1.5 1.5 LR=5.5" F 182.500 OR N 1.3 1.3 LR=4.9" F 191.300 OLN 0.9 0.9 LR=4.8"0.9 S IB L F 202.300 OLN 1.0 1.0 LR F Remarks: SR= Slightly Ravel SR SR Shoving, Spalling Shoving, Spalling Shoving, Spalling, 213.244 OL N 1.3 1.3 LR F 292.058 RTO N 1.2 2.1 3.3 LR 1.1 B II M P 302.806 RTO N 1.0 1.0 LR 1.0 B IB L P 223.063 RP O 1.9 2.9 4.8 LR=10.2"0.2 S IB L F 243.063 OL N 1.3 1.3 LR=4.8" F 250.138 R1 O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/71/20240514_208203-3_sr230_71080.pdf?sfvrsn=59cafc49_1D520-030
F C u r b a n d G u t t e r T y p e F C u r b P l a t e o r G r a t e a n d G u t t e r T y p e F C u r b a n d G u t t e r T y p e F, Pavement (Typ.) Subgrade (Typ.) Base (Typ.) Sidewalk Varies (See Index 520-001) Type F Curb, ) Type F Curb and Gutter (See Index 520-001) Type D Curb Surface (Typ.) Raised Crosswalk 12/20/24 RAISED CROSSWALK 3 4 D520-030 PLAN RAISED CROSSWALK WITH TYPE D CURB G F F I I H H G
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d520-030.pdf?sfvrsn=6369b1f7_3