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Multimodal Freight Data Inventory and Management
Clearinghouses Appendix F - PDF 929 KB - Evaluation Matrix of Clearinghouses Appendix G - PDF 744 KB - List
https://www.fdot.gov/statistics/multimodaldata/multimodal/default.shtm425-054
.) 6" Steel Grate 2" (Typ.) 4'-3" Precast Eyebolt P r e d o m i n a n t F l o w, (Peripheral Reinforcement) #5 Hoop Bar F F (See Tables 3 & 4) 2 Way Reinforcement PLAN TOP SLAB, TYPE J 11/01/20 REINFORCING SCHEDULE TOP SLAB SCHEDULE A B G F E D C 0.20 0.24 0.37 0.53
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-054.pdf?sfvrsn=7bc40f8_1430-012
2024-25 SHEET INDEX L m W f s 6 " t k k p Riprap (Min.) Sand-Cement 4X Pipe Dia. b a g c, p k f 6 " n W g 4 3d Slope on Pipe 1:4 Max. Physical F i l l S l o p e V a r, a . P i p e D i a . H t H t 2 d Inches k t s p n m g f e d c b a L Ht W 12.57
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-012.pdf?sfvrsn=f11721de_1515-062
” diameter single bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners, " Max. on Steps Varies ~ Equal spacing 6 ' - 0 " M a x . f o r o n e r u n o f s, (Bottom Side Shown) INTERMEDIATE OR BOTTOM RAIL - VIEW F-F ƀ" R Cope Permitted ƀ" (±Ɓ, - INTERMEDIATE OR BOTTOM RAIL Set Screws * (Typ.) Posts F Ƈ" Slit (Bottom Side Only) Rail, " P B R Pad Bearing F ** Embedded length may be 4" for plug welded connection. Expansion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-062.pdf?sfvrsn=8ffc1a3_1665-001
" Actuation Sign "C" Pedestrian Direction of Crossing "A" D i r e c t i o n o f C r o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/665-001.pdf?sfvrsn=2f737d9b_14-2023 Construction Academy - Structures
stability calculations • Ta b l e o f Te mporary Bracing Details Spec 5—Construction Affecting Public, 6 hours until: • Max temperature differential (35°F max) and • Max temperature (180°F max) and diminishes • Controls remain until core temperature within 50°F of ambient • Specialty Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/4-2023-construction-academy---structures.pdf?sfvrsn=90eb1f84_1415-010
1 0 / 1 5 / 2 0 2 3 1 1 : 2 2 : 4 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 1 415-010 11/01/23 BAR BENDING DETAILS (FRP) Diameter Outside Core Spiral Top and Bottom of columns B = Overall Height C = Pitch R=C B D R=C B C i r c l e l a f H B A B C C B D C B Ø B N D C C B C B D N Ø Ø Ø R = C R A C= B C B No. of Laps = N B 1'-4" 1'-2" 1'-0" 10" 8" 6" 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/415-010.pdf?sfvrsn=594ffa8e_1455-130
B-B SECTION C-C SECTION F-F SECTION E-E SECTION D-D C C B B ELEVATION CFRP PRESTRESSED PILE, -B SECTION C-C SECTION F-F SECTION E-E SECTION D-D C C B B ELEVATION SS PRESTRESSED PILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-130.pdf?sfvrsn=86cc5345_12024FDM263GeosynDsn
, failure through the reinforcement. (f) 0.75 against internal failure. (g) 0.75 against local bearing, T = T ult a d c R F R F January 1, 2024 4 Topic #625-000-002 FDOT Design Manual 263, Design (f) 0.65 against external, deep-seated failure at the end of construction, when supporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm263geosyndsn.pdf?sfvrsn=66492b38_1NE Transportation Trends and Conditions
Highlands Hardee Hardee DeSoto DeSoto Sarasota Sarasota Manatee Manatee D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/trends---conditions-folder/ne-transportation-trends-and-conditions.pdf?sfvrsn=9633632b_2Noise Barrier Walls Exhibit 2024-01-30
a r y T r a i l S W 1 2 t h A v e S o u t h F l o r i d a R a i l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/noise-barrier-walls-exhibit-2024-01-30.pdf?sfvrsn=52d3bfdd_1FM5-626
and for the maximum load using Equation 1. �� ௧ = 4 �� 9 �� �� �� [1] Where: f t = tensile stress (psi) P f = load (lbf) a = diameter of the steel punch (in) H = height of the specimen, × (�� − �� ିଵ ) [2] Where: T = specimen’s relative toughness (psi·in) f’ t,n = stress for data point n (psi) f’ t,n-1 = stress at the data point directly preceding n (psi) y n = axial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-626.pdf?sfvrsn=2eb1b09a_2X10 (4-4-2024)
. Recent projects at X10 have included a full-length parallel taxiway, f u l l p e r i m e ter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/x10-(4-4-2024).pdf?sfvrsn=777c5b63_1550-013IntReviewPkg
l e - S l o p e R a i l i n g s O t h e r T r a f f i c Galvanized Steel, l i n g s O t h e r T r a f f i c Galvanized Steel Pipe - 3ƀ" NPS, Schedule 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/550-013intreviewpkg.pdf?sfvrsn=8e691d4c_1FINAL_Move It Card
n e a rest safe location. 3. NOT I F Y L aw E n forcement 9 Call 911 to alert them of the cra s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/final_move-it-card.pdf?sfvrsn=93172514_1fdot-bdv25-977-70-sum
Florida Department of Transportation Research Identify Sources and Risks on Cybersecurity for Connected Ve h i c l e I n f rastructures Project Number BDV25-977-70 Project Manager Megan Arasteh StateT rafficEng ineer ingand Operat ions Principal Investigator Dr. Pei-Sung Lin Un ivers ityofSouthFlor ida November2022 Current Situation When it comes to highway safety, we typically think of vehicles and people. But with a growing connected transportation system, the Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-70-sum.pdf?sfvrsn=58050d7_1pr-mm-23
Revised: July 4, 2024 Geotechnical Office Page 1 of 2 Procedure Checklist Materials Manual 2.3 Reporting Test Results in Earthwork Records System Evaluation Date: IA Evaluator: 3 Qualification Area: Technician Name: 4 Evaluation Type: Technician's Email: Supervisor's Name: Evaluation District: 5 Tech. Type: Supervisor's Email: P F N/A Participation 1. Technician participated in evaluation (technician refused to participate equals failure). General 2. All test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/checklist/procedurce/pr-mm-23.pdf?sfvrsn=69ff8535_1E1X28-R0
- 10 CONCRETE CURB & GUTTER, TYPE F LF 100.000 0520- 6- SHOULDER GUTTER- CONCRETE LF 25.000 0520
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1x28-r0.pdf?sfvrsn=9364ef19_120240430_210292-3_SR320_34150
Date: 1of3 1 of1 Name: Lanes: From: To: Inside: Beg MP: Outside: FC 12.5 T1 T2 T1 ST D e p t h T y p e C l a s s E x t e n t 1 0.840 R1 O 1.2 6.0 0.6 7.8 LR F 2 1.300 R1 I 1.5 0.5 2.9 0.6 5.5 LRSTAB 0.1BrchIB L F 3 1.800 R1 O 1.6 0.5 5.9 0.6 8.6 LRSTAB 8.6 B II M P 4, LR G 366.000 OLN 1.5 1.5 LR = 10.8" G 372.362 RTON 2.6 2.6 LR F 385.355 RTON 1.3 1.3 LR P, " F 426.535 R1 O 2.2 2.0 4.2 ABC = 6.5"2.2 B II M P 436.535 OR N 1.7 1.7 LR G 446.587 GORE N 1.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20240430_210292-3_sr320_34150.pdf?sfvrsn=c8d258af_1163201-2_EB_I-4_Rest_Area_Parking-2021-0610
F 275.00 LF $31.79 $8,742.25 520-3 VALLEY GUTTER- CONCRETE 570.00 LF $34.81 $19,841.70 522-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25143/163201-2_eb_i-4_rest_area_parking-2021-0610.pdf?sfvrsn=4961ea20_1