AASHTO- Load and Resistance Factor Design (LRFD) Railings. V 1.2 Rev
|
|
- Lilian Douglas
- 6 years ago
- Views:
Transcription
1 AASHTO- Load and Resistance Factor Design (LRFD) Railings V 1.2 Rev
2 Credits The content for this class has been provided by the following PB employees: Paul Pilarski, P.E., S.E. Emily Elwood, E.I.T. Ali Askari, E.I.T. If you have any questions about the content of this course please contact Paul Pilarski. If you have any technical difficulties, please contact your IT Help Desk.
3 Download Information As with all of our LRFD courses, you may download a PDF version of this course for your future reference. Click on the ATTACHMENTS link located in the upper right corner of this course window to access the document and save the file to your desktop.
4 Successful Completion After completing the content within the class you will be asked to take a final test to ensure that you mastered the key training objectives. You will need to make a minimum score of 80% to receive credit for passing the class. Successful completion of the class will earn 0.1 IACET CEU. Please refer to your state s specific continuing education requirements regarding applicability.
5 Curriculum This class is the final class in the Structures TRC curriculum for LRFD Design, developed internally at PB. The LRFD Specifications introduce a new section that specifically addresses railings. Introduction to LRFD Loads and Load Factors Concrete Structures Steel Structures Buried Structures Foundations Deck & Deck Systems Joints and Bearings Abutments, Piers, and Walls Railings
6 Objectives At the end of this course you should be able to identify: 1. The variety of railing types that exist 2. Common design issues with railings 3. The LRFD Test Level railing categories and applications 4. Applications of yield line theory to concrete railing design 5. Examples of LRFD loading applications to common pedestrian and traffic railing designs This course will take you approximately one hour to complete.
7 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
8 Topic 1 Topic 1 Railing Types and Considerations
9 Topic 1- Railing Types and Considerations Railing Selection Applicable railing design/retrofit: All new bridges Bridge Widening Projects Deck Replacements Railing reconstruction with design speeds in excess of 45 mph General factors/considerations: Variations in traffic volume, speed, vehicle mix, roadway alignment, activities and conditions beneath the structure (C ) Traffic on structure, vehicular (highway), pedestrian Ultimate strength, durability, ductility, maintenance, ease of replacement, and long term behavior (C13.5) Average Daily Traffic (ADT), Average Daily Truck Traffic (ADTT), Design Hourly Volume (DHV)
10 Topic 1- Railing Types and Considerations LRFD Railing Types (Chapter 13) Traffic Railing (Art. 13.7) Pedestrian Railing (Art. 13.8) Bicycle Railings (Art. 13.9) Combination Railings (Art 13.10)
11 Topic 1- Railing Types and Considerations Rail Application Guidelines C13.4 Highway traffic only Traffic Railing Highway traffic and pedestrians: low-speed highways ( 45mph) Combination Railing, Barrier Curb Application Highway traffic and pedestrians: high-speed highways (> 45mph) Combination Railing, Outboard & Inboard Application Pedestrians only Pedestrian/Bicycle Rail
12 Topic 1- Railing Types and Considerations Common Materials Steel Aluminum Concrete Timber See Commentary Section C13.5
13 Topic 1- Railing Types and Considerations Railing Selection Standard Availability Cost Non-Standard Increased Fabrication Increased Design Review Possible crash testing required Funding TH Projects SA Projects
14 Topic 1- Railing Types and Considerations Maintenance Issues Snow plow Galvanizing and painting Galvanize for protection Paint for aesthetics Rub Rail
15 Topic 1 Railing Types and Considerations LRFD Limit States and Resistance Factors Applicable load combinations: Table Resistance factors specified in Articles 5.5.4, 6.5.4, 7.5.4, and Strength Limit State Pedestrian and Bicycle Railings Loads (LL) given in Section 13 Extreme Event Limit State Traffic Railings Impact forces (CT), as described in Section outlines need for impact protection Loads given in Section 13 Appendix A
16
17 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
18 Topic 2 Topic 2 Traffic Railings
19 Topic 2 - Traffic Railings Traffic Railing (Art ) Consideration should be given to: Protection of the occupants of a vehicle in collision with the railing Protection of other vehicles near the collision Protection of persons and property on roadways and other areas underneath the structure Possible future rail upgrading Railing cost-effectiveness Appearance and freedom of view from passing vehicles
20 Topic 2 Traffic Railings Traffic Railing (13.7.2) Test Level Index Test Level Application Test Speed Vehicle Characteristics TL-1 Work zones, low posted speeds, low volume 30 mph 30 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) Low speed local streets TL-2 Work zones Local and collector roads, small number of heavy vehicles, reduced posted speeds 45 mph 45 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) TL-3 Wide range of high-speed arterial highways, low mixtures of heavy vehicles 60 mph 60 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) Favorable site conditions
21 Topic 2 Traffic Railings Traffic Railing (13.7.2) Test Level Index (Cont.) Test Level Application Test Speed Vehicle Characteristics TL-4 High speed highways, freeways, expressways and Interstate highways Mixture of trucks and heavy vehicles 60 mph 60 mph 50 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) Single-Unit Truck (18,000 lbs) TL-5 Same applications as TL-4, large average daily truck traffic, unfavorable site conditions 60 mph 60 mph 50 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) Tractor Trailer (80,000 lbs) TL-6 Tanker-type trucks or similar high center of gravity vehicles Unfavorable site conditions 60 mph 60 mph 50 mph Small Auto (1550 lbs, 1800 lbs) Pickup Truck (4500 lbs) Tractor-Tanker Trailer (80,000 lbs)
22 Topic 2 Traffic Railings Common Traffic Railings: W-Beam Bridge Rail Thrie-Beam Bridge Rail Metal Tube Bridge Rail Vertical Concrete Parapet F-Shape Concrete Barrier/Single Slope Timber Bridge Rail
23 W-Beam Bridge Rail Texas T101 Transition Rail Height: 32 Test Level: TL-2 Utilized in: Federal Lands Box Beam Rail (W-Beam Backed with Steel Beam) Height: 27 Test Level: TL-2 Utilized in: Ohio
24 Thrie-Beam Bridge Rail Oregon Thrie-Beam Side Mount Height: 29 Test Level: TL-2 Utilized in: Oregon Michigan Bridge Railing, Thrie-Beam Retrofit (R4 Type) Height: 34 Test Level: TL-4 Utilized in: Michigan
25 Metal Tube Bridge Rail Illinois 2399 Type Side Mount (Steel Tube Bridge Rail Attached to Side of Deck) Height: 32 Test Level: TL-4 Utilized in: Illinois Oregon 2 Tube Curb Mount (Steel Tube Bridge Rail Attached to Curb) Height: 32 Test Level: TL-2 Utilized in: Oregon Minnesota Combination Bridge Rail, Design #3 (Steel Tube Bridge Rail Attached to Parapet) Height: 36 Test Level: TL-4 Utilized in: Minnesota
26 Metal Tube Bridge Rail Foothills Parkway Aluminum Bridge Rail (Aluminum Tube Bridge Rail) Height: 33 Test Level: TL-2 Utilized in: Federal Lands California Type 18 (Steel Tube Bridge Rail Attached to Side of Deck) Height: 36 Test Level: TL-2 Utilized in: California
27 Vertical Concrete Parapet New Jersey Barrier Height: 32 Test Level: TL-4 Utilized in: Georgia 32 /42 F-Shape Height: 32 /42 Test Level: TL-4 Utilized in: Florida Type 732 Concrete Barrier Height: 32 Test Level: TL-4 Utilized in: California
28 F-Shape concrete Barrier/Single Slope & Timber Bridge Rail Timber Rail 3 Bridge Rail Height: 27 Test Level: TL-2
29 Topic 2 Traffic Railings Custom or New Traffic Railings: Testing required for new systems per LRFD Previously tested railings may be used provided no changes made to the features tested (LRFD ) Geometry must meet geometric constraints previously mentioned Design according to LRFD and Appendix A
30 Topic 2 Traffic Railings Minimum Height of Traffic Parapet or Railing (Art ) Ref. Table A Test Level TL-1 TL-2 TL-3 TL-4 TL-5 TL-6 Minimum Railing Height, H 27.0 in 27.0 in 27.0 in 32.0 in 42.0 in 90.0 in
31 Topic 2 - Traffic Railings Traffic Railing Geometry (A13.1.1) Figure 1: Typical Traffic Railings Distance below bottom rail, c b Setback distance, S Maximum opening, c Minimum Height, H Rail Height, A ΣA i > 25% of H
32 Topic 2 - Traffic Railings Traffic Railing Geometry (A13.1.1) Figure 2: Potential for Wheel, Bumper, or Hood Impact with Post Vertical clear opening, c Post setback, S
33 Topic 2 - Traffic Railings Traffic Railing Geometry Figure 3: Post setback and rail configuration limits
34 Topic 2 Traffic Railings Traffic Rail Traffic Railing Design Forces (Ref. Article A13.2) The effective height of the vehicle rollover force, H e is: H e = G 12WB 2F t Eqn. A where: G = height of vehicle center of gravity above bridge deck, as specified in Table (in) W = weight of vehicle corresponding to the required test level, as specified in Table (kips) B = out-to-out wheel spacing on an axle, as specified in Table (ft) F t = transverse force corresponding to the required test level as specified in Table A H e
35 Topic 2 Traffic Railings Traffic Rail Traffic Railing Design Forces (Ref. Article A13.2) The effective height of the vehicle rollover force, H e is: H e = G 12WB 2F t Eqn. A LRFD Table
36 Topic 2 Traffic Railings Traffic Railing Design Forces
37 Topic 2 Traffic Railings Traffic Railing Design Forces R = R i F t Y = (R Y ) i R i He 12
38 Topic 2 Traffic Railings Traffic Railing Impact Resistance R = R R + R W (A ) Y = R R H R + R R W H W (A ) where : R R H H R W W R = ultimate capacity of rail over one span (kips) = ultimate capacity of wall as specified in Article A13.3.1(kips) = height of wall (ft.) = height of rail (ft.)
39
40 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
41 Topic 3 Railing Design Example
42 Topic 3 Railing Design Example Design Example: Type F Barrier, TL-4 Barrier Type F Barrier Design Outline: Barrier Flexural Resistance Interior Region Exterior Region Shear Capacity Check
43 Topic 3 Railing Design Example LRFD Design Example Type F Barrier Design Method described in LRFD Article A Yield Line Theory Under loading cracks develop Increase loads reinforcement begins to yield in area of crack (yield line develops) Load resistance shifts to non-yielded sections Cracks migrate and divides element into rigid regions Regions rotate about yield lines and pivot about their axis of rotation Work dissipated by hinges in lines = work expended by loads causing displacements Before Impact First yield and hinge formation Additional hinge formation/yield lines
44 Topic 3 Railing Design Example
45 Topic 3 Railing Design Example Typical reinforcement and geometry: Horizontal reinforcement: eight #4 bars Vertical reinforcement: two #5 bars anchored in the deck and projects 10 into the rail closed stirrup that laps the other #5 bar TL-4 minimum height, 32
46 Topic 3 Railing Design Example Moment resistance components: M b = the flexural capacity of the cap beam (if present) M w = the flexural capacity of the railing about its vertical axis M c = the flexural capacity of the railing about a horizontal axis
47 Topic 3 Railing Design Example L ce = length of the end regions L ci = length of interior yield line mechanisms
48 Topic 3 Railing Design Example Determine M b : Type F barrier has no additional beam section at its top. M b = 0 Determine M w : 1,3,5, and 7: yield lines that produce tension on the inside face of the rail 2, 4, 6, and 8: yield line has tension on the outside face of the rail
49 Topic 3 Railing Design Example M w Interior Region: ϕm n ϕ = 1.0 = ϕa s f y d a 2 Eqn (for Extreme Event Limit State), Ref. Art. A f y s = 0.20in = 60ksi 2 (for #4 bar) b = height of rail = 34 in. where, a = cβ a 2 = Astotal fy = 0.85f' b c = 0.21in = = 0.42in
50 Topic 3 Railing Design Example M w Interior Region (cont.): Bar d (in) Lever Arm d-a/2 (in) φm ni for Inside Face Tension (k-in) φm no for Outside Face Tension (k-in) Totals
51 Topic 3 Railing Design Example M w Interior Region (cont.): M M wi wo ϕm = H ni ϕm = H no = = / / = 12.92kip ft / ft = 15.18kip ft / ft For interior rail regions there is one outside tension yield line and two inside tension yield lines. Compute the average Mw: M w int 2 Mwi + 1 Mwo = = 3 = 13.7kip ft / ft
52 Topic 3 Railing Design Example M w End Region: BAR Embedded Length (in) Bar Fraction Developed Developed Bar Area A s (in 2 ) Total 0.62
53 Topic 3 Railing Design Example M w End Region: ϕm n ϕ = 1.0 = ϕa s f y d a 2 BAR Embedded Length (in) Bar Fraction Developed Developed Bar Area A s (in 2 ) A f y a = cβ a 2 s = 0.20in = 60ksi = 1 = A 2 stotal 0.85f' f c y b = 0.16in = = 0.32in Total 0.62
54 Topic 3 Railing Design Example Capacities φm n for End Region: BAR Embedded Length (in) Bar Fraction Developed Developed Bar Area A s (in 2 ) d (in) Lever Arm d-a/2 (in) φm n for Inside Face Tension (k-in) Total 0.62 Total M w is found by averaging the capacity of the rail over the height of the rail: M wend ϕm = H n = / = 9.6kip ft / ft
55 Topic 3 Railing Design Example Section for M c (flexural capacity about horizontal axis) and shear: Location d (in) Average d (in) Top 7.97 Mid Top Mid Bottom Bottom
56 Topic 3 Railing Design Example M c Interior Region Bottom Portion : #5 bar basic hook development length l 38.0 d f' c ( ) b hb = = = Modification factors in ( )( 11.88) 9.98in l db = = Avg. d = % developed 5.2in + 4.5in = 9.98in = 97% MnDOT chose to assume 75%
57 Topic 3 Railing Design Example Determine M c (Bottom Portion): Bottom Portion A stop = 0.31in 2 /ft x 75% = 0.23 in 2 /ft Compression block depth and moment per foot: Location d (in) Average d (in) Top 7.97 Mid Top Mid Bottom Bottom a M bot cbot = cβ 1 = ϕm A sbot fy = 0.85 f' b n = ϕa ( )( 60) = 14.3kip ft / ft = sbot c f y d = bot a 2 bot = 0.34in
58 Topic 3 Railing Design Example Determine M c (Top Portion): Top Portion A stop = 0.31in 2 /ft Compression block depth and moment per foot: Location d (in) Average d (in) Top 7.97 Mid Top Mid Bottom Bottom a M top ctop = cβ 1 = = ϕm n A stop 0.85f' = ϕa f c y stop b d a = 1.0( 0.31)( 60) 9.24 = 14.0kip ft / ft f y = top top 2 = in 1 12
59 Topic 3 Railing Design Example Determine M c (Average): M c int 14.0kip ft / ft = 2.83 ft = 14.1 kip ft / ft ( 1.83 ft) kip ft / ft( 1.00 ft)
60 Topic 3 Railing Design Example M c End Region: For the top portion, A stop = 0.62in 2 /ft a M top ctop = cβ 1 = ϕm A stop fy = 0.85 f' b n = ϕa stop c f y d = = 0.91in a = For the bottom portion, A sbot = 0.75(0.62) = 0.47 in 2 /ft M cend a M bot cbot = cβ = ϕm = 1.0 top top ( )( 60) 9.24 = 27.2kip ft / ft 1 A sbot fy = = 0.85 f' b n = ϕa sbot ( ) ( 1.00) = 2.83 c fy d bot = 0.69in a 2 bot ( 0.47)( 60) = 28.9kip ft / ft = 27.8kip ft / ft
61 Topic 3 Railing Design Example Summary of Flexural Capacities Axis Interior Region End Region Mw (Bending about vertical axis) (Average k-ft/ft) Mc (Bending about horizontal axis) (Average k-ft/ft)
62 Topic 3 Railing Design Example Flexural Capacity Check Interior Region (Article A13.3.1): M bint = 0 M wint = 13.7 kip-ft/ft M cint = 14.1 kip-ft/ft L t = 3.5 ft per Table A L R ci wi Lt = 2 + Lt 2 2 = 2L ci Lt 2 8M ( M H) 8H Mbint + + M bint + 8M c int w int w int M + L H c int = 9.8 ft 2 ci = 98.0kips Eqn.A Eqn.A H = height of wall (ft) L c = critical length of yield line failure pattern (ft) L t = longitudinal length of distribution of impact force F t (ft) R w = total transverse resistance of the railing
63 Topic 3 Railing Design Example Type F Barrier, TL-4 Barrier F t Transverse (kip) = 54 F L Longitudinal (kip) = 18 F V Vertical/Down (kip) = 18 L t and L L (ft) = 3.5 H e Minimum Height of Horizontal Loads (in) = 32 H Minimum Height of Rail (in) =32
64 Topic 3 Railing Design Example Flexural Capacity Check Exterior Region (Article A13.3.1): M bend = 0 M wend = 9.6 kip-ft/ft M cend = 27.8 kip-ft/ft L t = 3.5 ft per Table A L R ce we Lt = 2 + = 2L ce Lt 2 2 L t 2 M ( M * H) H Mbend + + M bend + M wend cend wend M H + L H cend = 4.2ft 2 ce = 81.8kips Eqn.A Eqn.A
65 Topic 3 Railing Design Example Shear Capacity Check Exterior Region (Article A13.3.1): F t = 54 kips F L = 18 kips Ref. Table A Ref. Table A Vres = Ft + FL = = 56.9kips Re f Shear friction formula: n [ ca µ ( A f P )] ϕv = ϕ + cv vf y c Use µ = 0.60 and substitute V res for φv n : A vfreq A A vfreq b vres = ϕvµ f y = 1.76 = 5.7 legs kips ksi = 1.76in 2
66 Topic 3 Railing Design Example Shear Capacity Check (continued): 5.7 legs of #5 reinforcement required Interior Region: L ci = 9.9 ft 10 provided Exterior Region: L ci = 4.2 ft 9 provided
67
68 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
69 Topic 4 Topic 4 Pedestrian/Bicycle Railing
70 Topic 4 Pedestrian/Bicycle Railing Pedestrian Railing (Art. 13.8) Design: Minimum height 42.0 in. measured from the top of the walkway Max openings horizontal rails only: 6 sphere cannot pass through Max openings horizontal and vertical elements (grid): 6 sphere cannot pass through lower 27 8 sphere cannot pass through openings above 27 Max openings Rails with fencing Fence openings < 2.0 Suggested that rails should project beyond posts and that a curb should be provided
71 Topic 4 Pedestrian/Bicycle Railing Pedestrian Railing (Art. 13.8) Design Railings P LL = 0.05 kips/ft Horizontally and vertically Posts P LL = L Chain link fence where L = post spacing (feet) P LL = ksf on fence area assuming enclosed
72 Topic 4 Pedestrian/Bicycle Railing Bicycle Railing (Art. 13.9) Same as pedestrian bridge except: Geometry Railing at 27 spacing or less Railing outside of posts to prevent catch hazard Rubrails are optional Design Design of rails 54 above surface are left up to the owner/designer Railing design load identical to pedestrian railing
73 Topic 4 Pedestrian/Bicycle Railing Pedestrian Railing (Art. 13.8) Pedestrian railing examples:
74 Topic 4 Pedestrian/Bicycle Railing Bicycle Railing (Art. 13.9) Bicycle railing examples:
75
76 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
77 Topic 5 Combination Railings
78 Topic 5 Combination Railings Combination Railings (Art ) High Speed Combination Railing Low Speed Combination Railing
79 Topic 5 Combination Railings Combination Railings (Art ) High-Speed Highways: Applicable for design speeds in excess of 45 mph Shall conform to pedestrian or bicycle railing requirements (whichever is applicable) Arts and 13.9 Traffic railing portion: Art Design loads for pedestrians/bicycles shall not be applied simultaneously with the vehicular impact loads (Ref. Art )
80 Topic 5 Combination Railings Combination Railings (Art ) Low-Speed Highways Applicable for design speeds less than 45 mph Minimum curb height adjacent to sidewalk is 6 in. Shall conform to pedestrian or bicycle railing requirements (whichever is applicable) Arts and 13.9 Traffic railing portion: Art Design loads for pedestrians/bicycles shall not be applied simultaneously with the vehicular impact loads (Ref. Art )
81
82 Course Outline LRFD Railings Course Outline 1. Railing Types and Considerations 2. Traffic Railings 3. Railing Design Example 4. Pedestrian/Bicycle Railings 5. Combination Railings
83 Objective Review You should now be able to identify: 1. The variety of railing types that exist 2. Common design issues with railings 3. The LRFD Test Level railing categories and applications 4. Applications of yield line theory to concrete railing design 5. Examples of LRFD loading applications to common pedestrian and traffic railing designs
84 References American Association of State and Highway Transportation Officials, "AASHTO LRFD Bridge Design Specifications" 4th Edition 2007, Section 13 Railings, Appendix A13 Railings. Federal Highway Administration, FHWA California Division, "Bridge Rail Guide 2005". Goodchild, Charles and Kennedy, Gerald, "Practical Yield Line Design". Reinforced Concrete Council, British Cement Association Kettleson, Paul, Railings, Presented at LRFD Bridge Design Workshop, June 12, Minnesota Department of Transportation Bridge Office. Minnesota Department of Transportation, "Mn/DOT Bridge Office LRFD Bridge Design Manual". Minnesota Department of Transportation Manual 5-392, Oakdale, MN, July Section 13 Railings. Western, Kevin, LRFD Railing Design, Presented at LRFD Bridge Design Workshop, Minnesota Department of Transportation Bridge Office.
85 Final Assessment Instructions You are now ready to begin the final assessment. The assessment consists of 10 multiple choice questions. You will need to achieve a minimum score of 80% to receive credit for passing the course. If you score below 80%, please go back and review the content of this course, and then retake the assessment to achieve a passing score. When ready, click the Right arrow below to advance to the assessment.
86
87 Conclusion Thank you for completing this course. If you received a passing score on the assessment, simply close this window to exit the course. Your score will be recorded on your transcript. If you did not achieve a passing score, please review the content of this course and then retake the assessment to achieve a passing score. You may print a certificate from the My Transcript area of PB University by clicking the cert. icon. If you need a certificate that specifically states the IACET certification and credit hours, please a request to us at pbu@pbworld.com.
Barriers, Parapets, and Railings
Barriers, Parapets, and Railings Arielle Ehrlich State Bridge Design Engineer May 17, 2017 Bridge Office mndot.gov/bridge MnDOT Vocabulary Is it a barrier, a parapet or a railing? BARRIER. It is concrete
More informationMAY 2006 LRFD BRIDGE DESIGN 13-1
MAY 006 LRFD BRIDGE DESIGN 13-1 13. RAILINGS Section 13 of the LRFD Specifications addresses the design of railings. Railings is used as a generic term in the specifications. Railings include traffic safety
More informationHow Loads Are Distributed
LOAD DISTRIBUTION 1 LOAD DISTRIBUTION This section illustrate how load will transmit from the deck to the stringers. Determining the fraction of load carried by a loaded member and the remainder distributed
More informationThe content for this class has been provided by the following PB employees: With assistance from: Martine Klein, P.E. Narration by Greg Metzger, PB
1 The content for this class has been provided by the following PB employees: With assistance from: Martine Klein, P.E. Narration by Greg Metzger, PB University If you have any questions about the content
More informationIntroduction to Decks and Deck Systems
AASHTO- Load and Resistance Factor Design (LRFD) Introduction to Decks and Deck Systems V 1.1 Rev. 12.03.07 Credits The content for this class has been provided by the following PB employees: Ed Skrobacz,
More informationROADSIDE SAFETY BARRIER ELEMENTS Module 3
2 ROADSIDE SAFETY BARRIER ELEMENTS Module 3 3 Roadside Design Options 4 Expected Crash Reduction of Relocation of Fixed Objects Source: NCHRP Report 500, Vol 6, Exhibit V-26 Purpose of Safety Barriers
More informationChapter 4 Bridge Program Drawings
Chapter 4 Bridge Program Drawings Section 4.10-Bridge Railing Introduction Steel bridge railing and concrete bridge barrier rail are installed along the edge of the bridge roadway to keep errant vehicles
More informationChanges to the following sections of Tollway Structure Design Manual shall apply:
DESIGN BULLETIN No. 18-02 Changes to the following sections of Tollway Structure Design Manual shall apply: 1. Section 7.1.4 Note 25. (Revise to) Horizontal design loads for retaining walls with moment
More informationChapter 1. General Design Information. Section 1.03 Loads and Load Factors. Introduction. Load Modifying Factors
Chapter 1 Bridge Design Manual General Design Information Section 1.03 Loads and Load Factors Introduction This section defines the loads and load factors to be used in structural analysis and design.
More informationProposed Modifications to the LRFD Design of U-Beam Bearings
Proposed Modifications to the LRFD Design of U-Beam Bearings Charles D. Newhouse, Scott A. Bole, W. R. Burkett, Phillip T. Nash, Mostafa El-Shami Performed in Cooperation with the Texas Department of Transportation
More informationTexas Transportation Institute The Texas A&M University System College Station, Texas
1. Report No. FHWA/TX-05/9-8132-3 4. Title and Subtitle TESTING AND EVALUATION OF THE FLORIDA F SHAPE RIDGE RAILWITH REDUCED DECK THICKNESS 2. Government Accession No. 3. Recipient's Catalog No. 5. Report
More informationAUGUST 2016 LRFD BRIDGE DESIGN 3-1
AUGUST 2016 LRFD BRIDGE DESIGN 3-1 3. LOADS AND LOAD FACTORS The loads section of the AASHTO LRFD Specifications is greatly expanded over that found in the Standard Specifications. This section will present
More informationREINFORCING TABLES INSTALLATION MANUAL
REINFORCING TABLES 201 REINFORCING TABLES Design Limitations Introduction The structural wall reinforcing and lintel design tables contained within the Appendix of NUDURA s Installation Manual have been
More informationTitle Page: Modeling & Load Rating of Two Bridges Designed with AASHTO and Florida I-Beam Girders
Catbas, Darwash, Fadul / 0 0 0 Title Page: Modeling & Load Rating of Two Bridges Designed with AASHTO and Florida I-Beam Girders F.N. Catbas, H. Darwash and M. Fadul Dr. F. Necati Catbas, P.E. Associate
More informationPIER PROTECTION (VEHICLE COLLISION) September 13, 2018
PIER PROTECTION (VEHICLE COLLISION) September 13, 2018 Table of contents 1 Introduction 4-7 2 Investigation 8-19 3 Redirect vs. Structural Resistance 20-21 4 Redirect 22-33 5 Structural Resistance 34-39
More informationBarriers and highway accessory supports
12.4 BARRIERS... 2 12.4.1 General... 2 12.4.2 Barrier joints... 3 12.4.3 Traffic barriers... 3 12.4.3.2 Test level... 3 12.4.3.2.1 General... 3 12.4.3.2.5 Test level for barriers on low volume roads...
More informationDead Loads. Load Resistance ηγ i Q i ΦR n. Design Criteria. EGCE 406 Bridge Design III. Loads on Bridge Summary of Concepts.
Design Criteria We want the load effects to be less than the resistance EGCE 406 Bridge Design III. Loads on Bridge Summary of Concepts This Section Load Resistance ηγ i Q i ΦR n Load Multiplier Nominal
More informationB R I D G E O F F I C E
LRFD Bridge Design Manual BRIDGE OFFICE MANUAL 5-392 MINNESOTA DEPARTMENT OF TRANSPORTATION Bridge Office LRFD Bridge Design Manual MnDOT BRIDGE OFFICE LRFD Bridge Design Manual Minnesota Department of
More informationB R I D G E O F F I C E
LRFD Bridge Design Manual BRIDGE OFFICE MANUAL 5-392 MINNESOTA DEPARTMENT OF TRANSPORTATION Bridge Office LRFD Bridge Design Manual MnDOT BRIDGE OFFICE LRFD Bridge Design Manual Minnesota Department of
More informationSTRUCTURE AND BRIDGE DIVISION
VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURE AND BRIDGE DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM GENERAL SUBJECT: VDOT Modifications to the AASHTO LRFD Bridge Design Specifications, 8 th
More informationCE 4460 Bridge Project Spring By: Megan Allain Bryan Beyer Paul Kocke Anna Wheeler
CE 4460 Bridge Project Spring 2006 By: Megan Allain Bryan Beyer Paul Kocke Anna Wheeler Objective: Design a new I-10 bridge across Lake Ponchartrain Design according to LRFD and AASHTO 4 span segment design
More informationSTATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION LOAD RATING REPORT GENERAL SULLIVAN BRIDGE - DOVER 200/023 OVER THE LITTLE BAY
STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION LOAD RATING REPORT GENERAL SULLIVAN BRIDGE - DOVER 200/023 OVER THE LITTLE BAY NEWINGTON-DOVER, 11238S August 15, 2016 Vanasse Hangen Brustlin, Inc.
More informationChapter 13 Bridge Load Rating
Chapter 13 Bridge Load Rating Contents 13.1 General 13.1-1 13.1.1 WSDOT Rating (LRFR) 13.1-2 13.1.2 NBI Rating (LFR) 13.1-8 13.2 Special Rating Criteria 13.2-1 13.2.1 Dead Loads 13.2-1 13.2.2 Live Load
More informationBijan Khaleghi, Ph, D. P.E., S.E.
0 Submission date: July, 0 Word count: 0 Author Name: Bijan Khaleghi Affiliations: Washington State D.O.T. Address: Linderson Way SW, Tumwater WA 0 INTEGRAL BENT CAP FOR CONTINUOUS PRECAST PRESTRESSED
More informationVOL I: Bridge Design & Load Rating
PRESERVATION OF MISSOURI TRANSPORTATION INFRASTRUCTURES VOL I: Bridge Design & Load Rating VALIDATION OF FRP COMPOSITE TECHNOLOGY THROUGH FIELD TESTING Strengthening of Bridge X-495 Iron County, MO Prepared
More informationStructural - Engineering Review Checklist
Structural - Engineering Review Checklist Project: List Corridor Criteria ID Review Priority (H,M,L) TOPICS S-_-## Structural Design Codes, Manuals and Specifications 6.1.0 REFERENCES DESIRED Criteria
More informationBridge Barrier Development Presentation to the MFLNRO April John Deenihan Ph.D., EIT Julien Henley M.A.Sc., P.Eng
Bridge Barrier Development Presentation to the MFLNRO April 2014 John Deenihan Ph.D., EIT Julien Henley M.A.Sc., P.Eng Contents Introduction Contents Introduction Background Information / Synopsis Contents
More informationCONTINUOUS SLAB BRIDGE COMPARITIVE STUDY
CONTINUOUS SLAB BRIDGE COMPARITIVE STUDY LRFD vs. Standard Specifications By: Teddy Antonios & Matt Blythe Ohio Department of Transportation Overview LRFD Changes the following significantly in the design
More informationBridge Construction. Nick Haltvick North Region Bridge Construction Engineer May 17, Bridge Office mndot.gov/bridge/construction.
Bridge Construction Nick Haltvick North Region Bridge Construction Engineer May 17, 2017 Bridge Office mndot.gov/bridge/construction.html Topics Bridge Construction Unit Special Provisions Update Bridge
More informationAnalysis and Design of One-way Slab System (Part-I)
Lecture-02 Analysis and Design of One-way Slab System (Part-I) By: Prof Dr. Qaisar Ali Civil Engineering Department UET Peshawar www.drqaisarali.com 1 Topics Addressed Concrete Floor Systems Analysis and
More informationLRFD Bridge Design Manual. Bridge Office MINNESOTA DEPARTMENT OF TRANSPORTATION MANUAL
MANUAL 5-392 MINNESOTA DEPARTMENT OF TRANSPORTATION Bridge Office LRFD Bridge Design Manual MnDOT BRIDGE OFFICE LRFD Bridge Design Manual Minnesota Department of Transportation 3485 Hadley Avenue North
More informationLRFD Bridge Design Manual Changes
LRFD Bridge Design Manual Changes Dave Dahlberg Bridge Design Manual & Policy Engineer May 17, 2017 Bridge Office mndot.gov/bridge Overview 1) Concrete mix designations 2) Reinforcing bar development and
More informationA REAL CASE STUDY ABOUT EVALUATION OF THE EXISTING SITUATION OF A POST TENSIONED SINGLE SPAN BOX GIRDER BRIDGE
A REAL CASE STUDY ABOUT EVALUATION OF THE EXISTING SITUATION OF A POST TENSIONED SINGLE SPAN BOX GIRDER BRIDGE Ali Günalp Görgülü, Sema Melek Kasapgil, Kamil Ergüner Mega Mühendislik Müh. A.S, Ankara,Türkiye
More information2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE
Gusset Plates 2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE (50 Responses) Page 1 of 11 1) How many trusses are in your state? 2302 trusses owned by the state 8202 trusses owned by local agencies 2) What percentage
More informationLouisiana Transportation Research Center
Louisiana Transportation Research Center Final Report 547 Performance and Analysis of Concrete Bridge Railing using Conventional and Composite Reinforcement Materials by Walid R. Alaywan, Ph.D., P.E. LTRC
More informationFootings GENERAL CONSIDERATIONS 15.2 LOADS AND REACTIONS 15.4 MOMENT IN FOOTINGS
4 Footings GENERAL CONSIDERATIONS Provisions of Chapter 15 apply primarily for design of footings supporting a single column (isolated footings) and do not provide specific design provisions for footings
More informationNew Jersey Turnpike Authority
New Jersey Turnpike Authority DOCUMENT UPDATE REQUEST Forward to Assistant Chief Engineer, Design Initiator Russell Saputo, PE Submittal Date 6/21/16 Firm Stantec Consulting Services Inc. Telephone 201-587-9040
More information7.3 LOAD COMBINATIONS AND DESIGN METHODS Standard Specifications LRFD Specifications
NOTATION TABLE OF CONTENTS 7.1 SCOPE 7.2 LOAD TYPES 7.2.1 Permanent Loads 7.2.1.1 Dead Loads 7.2.1.2 Superimposed Dead Loads 7.2.1.3 Earth Pressures 7.2.2 Live Loads 7.2.2.1 Gravity Vehicular Live Load
More informationReinforced Concrete Spread Footing (Isolated Footing) Analysis and Design. Design Footing
Reinforced Concrete Spread Footing (Isolated Footing) Analysis and Design Design Footing Reinforced Concrete Spread Footing (Isolated Footing) Analysis and Design A square spread footing supports an 18
More informationBaseline Document Change Announcement
BDC16D-01 Page 1 of 7 New Jersey Department of Transportation 1035 Parkway Avenue, PO Box 600, Trenton, New Jersey 08625-0600 Baseline Document Change Announcement ANNOUNCEMENT: BDC16D-01 DATE: September
More informationAS THE EFFECT ON BRIDGE BARRIERS
ABSTRACT AS5100.2 2017 THE EFFECT ON BRIDGE BARRIERS David Coe, Senior Principal, Pitt & Sherry The revision to AS5100 in 2017 resulted in significant changes to the design loading and impact heights for
More informationSUBJECT: Discussion Regarding Barriers & Barrier Transitions with Staff from the Midwest Roadside Safety Facility (Univ of Nebraska, Lincoln)
Problem # 8 MnDOT Questions Regarding Bridge Barriers State Question and MwRSF Response: MnDOT had a conference call with MwRSF to discuss various questions regarding barriers on superelevations and cross
More informationMDS TL5 Minimum Deflection Systems
MDS Minimum Deflection Systems Approvals FHWA NCHRP 350 MASH EN1317 H4 MDS BARRIERS Bridge & Road STEEL BARRIER SYSTEMS Page Page 1 1 V11 MDS BARRIERS Run-off-road crashes are one of the most common types
More informationModjeski and Masters, Inc. Consulting Engineers 04/18/06 St. Croix River Bridge 3D Analysis Report Introduction
Introduction This memo presents a summary of a three dimensional (3D) analysis of the Organic concept for the proposed St. Croix River bridge project. The Organic concept has several attributes that are
More informationJOINTS TABLE OF CONTENTS CHAPTER 14
TABLE OF CONTENTS CHAPTER 14 FILE NO. TITLE DATE TABLE OF CONTENTS, INTRODUCTION 14.TOC-1 Table of Contents Chapter 14... 03May2018 14.00-1 Introduction Chapter 14... 03May2018 GENERAL INFORMATION 14.01-1
More informationBRIDGE DESIGN MANUAL UPDATES. Jamie F. Farris, P.E.
BRIDGE DESIGN MANUAL UPDATES Jamie F. Farris, P.E. October 2015 Table of Contents 1 BDM Chapter 2 Limit States and Loads 2 BDM Chapter 3 Superstructure Design 3 BDM Chapter 4 Substructure Design 4 Questions
More informationFEBRUARY 2019 LRFD BRIDGE DESIGN 5-1
FEBRUARY 2019 LRFD BRIDGE DESIGN 5-1 5. CONCRETE STRUCTURES Reinforced and prestressed concrete are used extensively in bridge projects. In addition to general design guidance and information on detailing
More informationISSUE A Code Change # 2 Class 3 and Class 4 Buildings
ISSUE A Code Change # 2 Class 3 and Class 4 Buildings (new) Section 1604.9 Disproportionate Collapse. Design for structural integrity of new buildings to protect against disproportionate collapse shall
More informationRAIL SYSTEMS FOR TIMBER DECKS
RAIL SYSTEMS FOR TIMBER DECKS 10.1 INTRODUCTION Railing is provided on bridges for the protection of vehicles and pedestrians that use the structure. It is normally placed along bridge sides to prevent
More informationABC-UTC. Research Progress Report (Feasibility Study) Title: Alternative ABC Connections Utilizing UHPC. March, 2017
ABC-UTC Research Progress Report (Feasibility Study) Title: Alternative ABC Connections Utilizing UHPC ABSTRACT March, 2017 Accelerated Bridge Construction (ABC) is a method of bridge construction designed
More informationSEPTEMBER 2018 LRFD BRIDGE DESIGN 9-1
SEPTEMBER 2018 LRFD BRIDGE DESIGN 9-1 9. DECKS AND DECK SYSTEMS Reinforced concrete decks on girders are the predominant type of deck used on highway bridges in Minnesota. The deck is the structural element
More informationTable of Contents. July
Table of Contents 36.1 General... 3 36.1.1 Bridge or Culvert... 3 36.1.2 Box Culvert Size Restrictions... 4 36.1.3 Stage Construction for Box Culverts... 4 36.2 Dead Loads and Earth Pressure... 5 36.3
More informationStructural Behavior and Design of Barrier- Overhang Connection in Concrete Bridge Superstructures Using AASHTO LRFD Method
University of New Haven Digital Commons @ New Haven Civil Engineering Faculty Publications Civil Engineering 1 Structural Behavior and Design of Barrier- Overhang Connection in Concrete Bridge Superstructures
More informationDESIGN AND ANALYSIS OF PRECAST CONCRETE BRIDGES IN AREAS OF HIGH OR MODERATE SEISMICITY
DESIGN AND ANALYSIS OF PRECAST CONCRETE BRIDGES IN AREAS OF HIGH OR MODERATE SEISMICITY ABSTRACT Jugesh Kapur, PE, SE 1 The seismic design and detailing of bridges made of precast prefabricated members
More informationPraveen Chompreda. Dead Loads: DC/DW Live Loads of Vehicles: LL. Dynamic (Impact) Loads: IM. Loads on Bridge. Typical Loads.
Outline EGCE 406 Bridge Design Loads on Bridge Praveen Chompreda Mahidol University First Semester, 2009 Loads on Bridges Typical Loads Dead Load Live Load Live Load of Vehicle Pedestrian Load Dynamic
More informationSession 2: Basic Load Rating Calculations
Agenda Day 1 8:00 am 8:15 am Introductions and House Keeping 8:15 am 8:45 am Session 1: Load Rating Basics 8:45 am 9:30 am Session 2: Basic Load Rating Calculations 9:30 am 9:45 am Break 9:45 am 11:45
More information> 0. 1 f, they are treated as beam-columns.
223 A- Flexural Members (Beams) of Special Moment Frames Requirements of ACI 21.5 are applicable for special moment frame members proportioned primarily to resist flexure with factored axial forces 0.
More informationRelease Notes MERLIN DASH
Input (see attachment item 1) LRFD Release Notes MERLIN DASH July 2016 1. Data Type 03012: Add Exterior Left & Exterior Right option for different left & right overhang and curb distances. 2. Data Type
More informationSlab Bridge Designer 2.1 Help: Example Analysis
August 21, 2006 Slab Bridge Designer 2.1 Help: Example Analysis Using data from the Portland Cement Association Engineering Bulletin 232, AASHTO LRFD Design of Cast-In-Place Concrete Bridges This example
More informationParapet/railing terminal walls shall be located on the superstructure.
GENERAL INFORMATION: This section of the chapter establishes the practices and requirements necessary for the design and detailing of deck slab extensions at abutments. For general requirements and guidelines
More informationJULY 2014 LRFD BRIDGE DESIGN 5-1
JULY 014 LRFD BRIDGE DESIGN 5-1 5. CONCRETE STRUCTURES Reinforced and prestressed concrete are used extensively in bridge projects. In addition to general design guidance and information on detailing practices,
More informationCHEF MENTEUR BRIDGE REPLACEMENT
CHEF MENTEUR BRIDGE REPLACEMENT Gumbo Engineers, Inc. Lucy Farrar, Travis Honore, Jeremy Vezina, Thomas Harrison PRELIMINARY DESIGN Fall 2016 Semester CE 4750 Professional Issues Mr. Miles Williams INTRODUCTION
More informationFlexure Design Sequence
Prestressed Concrete Beam Design Workshop Load and Resistance Factor Design Flexure Design Flexure Design Sequence Determine Effective flange width Determine maximum tensile beam stresses (without prestress)
More informationTABLE OF CONTENTS DESIGN EXAMPLES NOTATION 9.0 INTRODUCTION
PCI BRIDGE DESIGN MANUAL CHAPTER 9 NOTATION TABLE OF CONTENTS DESIGN EXAMPLES 9.0 INTRODUCTION 9.1 DESIGN EXAMPLE - AASHTO BOX BEAM, BIII-48, SINGLE SPAN WITH NON-COMPOSITE WEARING SURFACE. DESIGNED IN
More informationSeismic Detailing of RC Structures (IS: )
Seismic Detailing of RC Structures (IS:13920-1993) Sudhir K Jain Indian Institute of Technology Gandhinagar November 2012 1 Outline This lecture covers: Covers important clauses of IS13920 With particular
More informationAASHTO SUBCOMMITTEE ON BRIDGES & STRUCTURES ANNUAL STATE BRIDGE ENGINEERS SURVEY (2015) 47 States Responded
AASHTO SUBCOMMITTEE ON BRIDGES & STRUCTURES ANNUAL STATE BRIDGE ENGINEERS SURVEY (2015) 47 States Responded MANAGEMENT Bridge Preservation 1) Will your state adopt the national MAP-21 bridge performance
More informationOHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2018 To: Users of the Bridge Design Manual From: Tim Keller, Administrator, Office of Structural
More informationSchöck Isokorb Type CM
Schöck Isokorb Type Schöck Isokorb Type The Schöck Isokorb Type is suitable for cantilevered reinforced concrete slabs. (C for concrete slab) It transmits negative moment (M) and positive shear force.
More informationDesign and Implementation of the Manitoba Constrained-Width Tall Wall Barrier. Submitted by: Authors: Co-authors:
Design and Implementation of the Manitoba Constrained-Width Tall Wall Barrier Submitted by: Authors: Harald P. Larsen, P.Eng. Roadside Safety Engineer Manitoba Infrastructure Traffic Engineering 420 215
More informationAPPENDIX B ABC STRUCTURES DESIGN GUIDE
APPENDIX B ABC STRUCTURES DESIGN GUIDE The Cohos Evamy Partners TABLE OF CONTENTS Page No. DISCLAIMER... I 1. STRUCTURAL DESIGN GUIDELINES... 1 2. GENERAL REQUIREMENTS (FIGURE B.2, STEP 1)... 1 3. GENERAL
More informationOngoing MwRSF Research on Bridge Railings, Culvert Barriers, & Transitions
Andrew Zickler, P.E. Complex Bridge Design and ABC Support Program Manager Virginia Department of Transportation AASHTO T-7 Technical Committee Spokane, Washington June 14, 2017 Ongoing MwRSF Research
More informationTexas Transportation Institute The Texas A&M University System College Station, Texas
1. Report No. FHWA/TX-04/9-8132-2 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle EVALUATION OF THE FDOT VARIANT OF THE MODIFIED KANSAS CORRAL BRIDGE RAILING 5. Report Date
More informationAccelerated Bridge Construction in USA
Accelerated Bridge Construction in USA Abstract Rush hour traffic is a common daily occurrence in the USA. Highway and bridge construction further aggravates the situation. The Federal Highway Administration
More informationA Case Study of a Computer Aided Structural Design of a System Interchange Bridge
Proceedings of the 2 nd International Conference on Civil, Structural and Transportation Engineering (ICCSTE 16) Ottawa, Canada May 5 6, 2016 Paper No. 113 A Case Study of a Computer Aided Structural Design
More informationHighway Bridge Superstructure
Highway Bridge Superstructure Engineering LRFD Approaches to Design and Analysis Narendra Taly CRC Press Taylor & Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis
More informationSupplemental Plan Check List for Concrete Special Moment Resisting Frame
Plan Check / PCIS Application Number: Your feedback is important, please visit our website to complete a Customer Survey at /LADBSWeb/customer-survey.jsf. If you have any questions or need clarification
More informationAppendix A Proposed LRFD Specifications and Commentary
NCHRP Project 12-71 Design Specifications and Commentary for Horizontally Curved Concrete Box-Girder Highway Bridges Appendix A Proposed LRFD Specifications and Commentary A-1 A-2 4.2 DEFINITIONS (Additional)
More informationTRAFFIC DIRECTION FOR RAIL LAP AS SHOWN (SEE NOTE 7) "SPLICE BOLT" WITH NUT MIDWEST GUARDRAIL SYSTEM (STANDARD AND REDUCED POST SPACING)
TRAFFIC DIRECTION FOR RAIL LAP AS SHOWN GR-MGS1, 1A (SEE NOTE 7) NOTES: 1. 2. 3. 4. 5. 6. 236 6'-3" 6'-3" 3'-1 " 3'-1 " 3'-1 " 3'-1 " GR-MGS1 (6'-3" POST SPACING) SPLICE DETAIL W-BEAM RAIL SPLICE MID-SPAN
More informationAppendix A Tables and Diagrams
Appendix A Tables and Diagrams Table A1.1 Mechanical properties of steel reinforcing bars Type of steel Grade f y (ksi) e y Carbon, A615 40 40 0.00138 60 60 0.00207 75 75 0.00259 80 80 0.00276 Low alloy,
More informationNSBA. Prize Bridge. Awards
NSBA 2016 Prize Bridge Awards THE COUNTRY S BEST STEEL BRIDGES have been honored in this year s Prize Bridge Awards competition. Conducted every two years by the National Steel Bridge Alliance (NSBA),
More informationAREMA 2008 Annual Conference. LOW PROFILE RAILROAD BRIDGE Steve K. Jacobsen, PE NNW, Inc. Rochester, Minnesota
AREMA 2008 Annual Conference LOW PROFILE RAILROAD BRIDGE Steve K. Jacobsen, PE NNW, Inc. Rochester, Minnesota 55904 507-281-5188 Steve K. Jacobsen, PE 2 LOW PROFILE RAILROAD BRIDGE Steve K. Jacobsen, PE
More informationREHABILITATION PACKAGE 4-a
4-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 4-a Rehab option 4-a is a rehabilitation package whereby all spans of the existing steel truss structure would be rehabilitated and strengthened.
More informationPrestress Superstructure Tutorial
AASHTOWare BrDR 6.8.2 Prestress Superstructure Tutorial PS14 Prestressed Concrete I Beam Example PS14 - Prestressed Concrete I Beam Example This example details the data input of a prestressed concrete
More informationAgricultural Hall and Annex East Lansing, MI. Structural Design. Gravity Loads. 1- Based on US Standards
Structural Design Gravity Loads 1- Based on US Standards Occupancy or Use Uniform (psf) Concentrated (lbs) Office building -Office -Lobbies and first-floor corridors -Corridor above first floor -Partitions
More informationExample. Monday, October 19, 2015
Example Monday, October 19, 2015 11:26 AM Using a prestressed Y4 beam with reinforced concrete deck slab as the deck example as shown in Fig.1; the deck having a 10 skew, a span of 20m and carrying a 7.3m
More informationTHE NEW AASHTO MANUAL FOR BRIDGE EVALUATION 2008
LOAD & RESISTANCE FACTOR RATING OF HIGHWAY BRIDGES FHWA LRFR Seminar SESSION 5 THE NEW AASHTO MANUAL FOR BRIDGE EVALUATION 2008 Bala Sivakumar, P.E. HNTB Corp. 2005 AASHTO BRIDGE MEETING AASHTO Adopted
More informationRelease Notes MERLIN DASH V10.8 (WIN 6.2)
LRFD Release Notes MERLIN DASH V10.8 (WIN 6.2) July 2017 1. Removed double count of skew effect for reaction. 2. Mor justified fatigue stress categories E & F report. 3. Fixed prestressed beam reportg
More informationChapter 1. General Design Information. Section 1.02 Structure Selection and Geometry. Introduction
Chapter 1 Bridge Design Manual General Design Information Section 1.02 Selection and Geometry Introduction Selection or Rehabilitation Report This section of the design manual provides guidance on the
More informationProposed Revisions to Part 2, Sections 2.13 to Draft DEVELOPMENT AND SPLICES OF REINFORCEMENT SECTION 2.13 DEVELOPMENT REQUIREMENTS
Proposed Revisions to Part 2, Sections 2.13 to 2.22 Reason for changes: To update the provisions for development and splices of reinforcement. These are to be added to the Nomenclature for Part 2. ldb
More informationTesting of the Retrofitted T102R Bridge Railing
Testing of the Retrofitted T102R Bridge Railing IAC No. 88-3DDIA043, Project No. 409390 2004 Texas Transportation Institute Mr. Mark Bloschock Texas Transportation June Institute 2, 2004 TxDOT IAC No.
More informationAASHTOWare BrR/BrD 6.8 Reinforced Concrete Structure Tutorial RC5 Schedule Based Tee Example
AASHTOWare BrR/BrD 6.8 Reinforced Concrete Structure Tutorial RC5 Schedule Based Tee Example BrR and BrD Training RC5 Schedule Based Tee Example Topics Covered Reinforced concrete schedule based tee input
More informationMasonry and Cold-Formed Steel Requirements
PC UFC Briefing September 21-22, 2004 Masonry and Cold-Formed Steel Requirements David Stevens, ARA Masonry Requirements Composite Construction Masonry is often used in composite construction, such as
More informationAASHTOWare BrDR 6.8 Steel Tutorial STL6 Two Span Plate Girder Example
AASHTOWare BrDR 6.8 Steel Tutorial STL6 Two Span Plate Girder Example STL6 - Two Span Plate Girder Example (BrDR 6.5) 1'-6" 37'-0" 34'-0" 1'-6" 8 1/2" including 1/2" integral wearing surface FWS @ 25 psf
More informationPrestressed Concrete Structure Tutorial
AASHTOWare BrD/BrR 6.8 Prestressed Concrete Structure Tutorial PS5 Void Prestressed Box Beam Example BrR and BrD Training PS5 Void Prestressed Box Beam Example From the Bridge Explorer create a new bridge
More informationCrash-Tested Bridge Railings for Timber Bridges
In: Proceedings of 4th International bridge engineering conference; 1995 August 28 30; San Francisco, CA. Washington, DC: National Academy Press: 395-404; 1995. Vol. 2. Crash-Tested Bridge Railings for
More informationPhase III Guideline for Barrier Selection and Design
R E P O R T P R O P O S A L AUGUST 2011 BRITISH COLUMBIA Ministry of Forests, Lands and Natural Resource Operations Phase III Guideline for Barrier Selection and Design REPORT Table of Contents SECTION
More informationV Slab Bridge Design Software, Version 4.0 Superstructure Design Check
V Slab Bridge Design Software, Version 4.0 This superstructure design check is provided to assist the designer in understanding the key program functions and associated design calculations. This is intended
More informationBrD Superstructure Tutorial
AASHTOWare BrD 6.8 BrD Superstructure Tutorial PS12 Prestressed Concrete I Beam Using BrD LRFD Engine BrD Superstructure Training PS12 - Prestressed Concrete I Beam Using BrD LRFD Engine 1'-9" 55'-6" Total
More informationBridge Barriers Implementing the AS5100 Bridge Design Code Provisions
Bridge Barriers Implementing the AS5100 Bridge Design Code Provisions By Vincenzo Colosimo, B.Eng, G.Dip.CE, G.Dip.ME, MICE. Bridge Loads Engineer VicRoads Design VicRoads SYNOPSIS Bridge Barriers have
More informationProduct Specification ArmorGuard Barrier System
TB 081030 Rev. 0 Page 1 of 6 Product Specification ArmorGuard Barrier System I. General The ArmorGuard Barrier System is a longitudinal barrier, as defined in the AASHTO Roadside Design Guide, which can
More information