DESIGN LOAD RATING SUMMARY TABLES - Florida … · DESIGN LOAD RATING SUMMARY TABLES ... than LRFD....

DESIGN LOAD RATING SUMMARY TABLES

http://www.dot.state.fl.us/structures/CADD/standards/CurrentStandards/MicrostationDrawings.shtm

Manual revisions are available on the Structures Design Office website at:

CADD Software for the Microstation CADD Cell Summary Tables. Updates to the Summary Tables from Structures

with the Structures Manual (Topic No. 625-020-018). See the "FDOT Structures Bar Menu" included with the FDOT

Load Rating Summary Tables must be completed by the designer and included in the contract plans in accordance

TABLE OF CONTENTS

Page No. Title - Design Load Rating Summary Tables

7.

6.

5.

4.

3.

2.

Reinforced Concrete Bridge Culverts

Steel Girder Bridges

Post-Tensioned Concrete Box Girder Bridges

Continuous Post-Tensioned I-Girder Bridges

Prestressed Concrete Bridges

Reinforced Concrete Bridges

RATING LOCATIONS

Load

Ratin

g

Per

mit

Load

Ratin

g

Desig

nLevel

Level

Limit State Vehicle (tons)

Weight

LL DC DW

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Other appropriate comments

than LRFD.

DF method if other

Interior/exterior beam

Comments:


if other than Standard Spec.

Interior/exterior beam DF method

Comments:

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Shear (Strength)

Factor (D

F)

Distrib

utio

n

Dim

ensio

n

Locatio

n

Shear (Strength)Moment (Strength)Load Factors

Moment (Strength)Load Factors

Tons

Ratin

g Factor

Factor (D

F)

Distrib

utio

n

DLLL(tons)

WeightVehicle

Load Rating Summary Details for Reinforced Concrete Bridges


PierPierPier 3

Locatio

n "C

"

Locatio

n "B

"

Pier 2

"Dim. Y"

"Dim. Z"

Locatio

n "A

"

Pier 1Abutment

"Dim. X"

Op - Operating

Inv - Inventory

Abbreviations:

HS-20

HS-20 36.0

36.0

2.17

1.30

1.30

1.30

Inventory

Operating

HL-93 1.75

1.35

1.25Strength I (Inv)

Strength I (Op)

Strength II

HL-93

FL120

N/A

N/A

60.0 1.35

1.25

1.25

1.50

1.50

1.50

N/A

N/A N/A

N/A

Table Date 07-01-15

Table Date 01-01-11

Table 2 - LRFR

of release of software used for rating.

4. Provide name, version #, and date

for appropriate rating methods.

3. See "FDOT Bridge Load Rating Manual"

number 1 above.

2. Fill in the date in General Note

resemble the bridge being rated.

sketch Showing Span Length(s) to

1. Modify or replace the Rating Location

Notes to Designer:

been satisfied? Yes No

Article 5.8.3.5 longitudinal reinforcement

2. Has the AASHTO LRFD Specifications

using the permit vehicle in all lanes.

1. Permit capacity is determined by

Table 2 Notes:

January 2xxx "Structures Manual".

requirements established in the

1. This table is based on the

General Notes:

Table 1 - LFR

Table Date 07-01-15

Table Date 07-01-15

Op - Operating

Inv - Inventory

Abbreviations:

PierPierPier 3

Locatio

n "C

"

Locatio

n "B

"

Pier 2

"Dim. Y"

"Dim. Z"

Pier 1

Locatio

n "A

"

Abutment

"Dim. X"

RATING LOCATIONS


than LRFD.

DF method if other


Comments:

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Factor (D

F)

Distrib

utio

n

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Factor (D

F)

Distrib

utio

n

DWDCLL(tons)

WeightVehicleLimit State

Level

Load Factors Moment (Strength) or Stress (Service) Shear (Strength)

Load Rating Summary Details for Prestressed Concrete Bridges (Flat Slab and Deck/Girder)

Load Rating Summary Details for Prestressed Concrete Bridges (Flat Slab and Deck/Girder)

Level Vehicle (tons)

Weight

LL DL

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n




Comments:

Shear (Strength)Moment (Strength) or Stress (Service)Load Factors

Inventory (Strength)

Inventory (Service)

Operating (Strength)

HS-20

HS-20

HS-20

36.0

36.0

36.0

2.17

1.30

1.30

1.30

1.0 1.0 N/A N/A N/A N/A N/A

N/A

N/A

N/A

N/AN/A N/A N/A

N/A

N/A

N/A

HL-93 1.75

1.35

0.80

1.25

1.00

Strength I (Inv)

Strength I (Op)

Service III (Inv)

Strength II

HL-93

HL-93

FL120

N/A

N/A

N/A

60.0 1.35

1.25

1.25

1.50

1.50

1.00

1.50

Table 2 - LRFR

Table 1 - LFR

Ratin

g

Load

Desig

n

Ratin

g

Load

Per

mit

software used for rating.

4. Provide name, version #, and date of



number 1 above.





Notes to Designer:

been satisfied? Yes No

Article 5.8.3.5 longitudinal reinforcement

3. Has the AASHTO LRFD Specifications

stress limits = 3√f'c or 6√f'c.

2. Service III Design Inventory tensile



Table 2 Notes [Notes Date 07-01-15]:




General Notes:

comments

Other appropriate

than LRFD.

DF method if other


Comments:

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Shear (Strength)

Factor (D

F)

Distrib

utio

n

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Moment (Strength) or Stress (Service)

Load Rating Summary Details for Continuous Post-Tensioned I-Girder Bridges

Load Factors

Factor (D

F)

Distrib

utio

n

LLTGFRDW(tons)

WeightVehicleLimit State

Level

Load

Ratin

g

Desig

n

Load

Ratin

g

Per

mit

RATING LOCATIONS

N/A

N/A

N/A N/A N/A N/A N/A

N/AN/AN/AN/AN/A

N/A N/A N/A N/A N/A

N/A

N/A

N/A

N/A1.75

1.35

1.35

0.8

0.8

0.7

HL-93

60.0

HL-93 N/A

N/A

1.00

HL-93

HL-93

1.00 1.00 1.00

N/A

N/A

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 N/A

0.50

0.50

1.00

1.00

1.00

1.00 1.00

0.50 N/A

N/A

N/A

N/A

0.50

FL120

FL120 60.0

Strength I (Inv)

Strength I (Op)

Service III (Op)

Service III (Inv)

Service III

Strength II

Op - Operating

Inv - Inventory

Abbreviations:

PierPierPier 3

Locatio

n "C

"

Locatio

n "B

"

Pier 2

"Dim. Y"

"Dim. Z"

Pier 1

Locatio

n "A

"

"Dim. X"

Abutment

Table 1 - LRFR

3. Provide name, version# and date of release of software used in rating.

2. Fill in the date in General Note number 1 above.

1. Modify or replace the Rating Location sketch Showing Span Length(s) to resemble the bridge being rated.

Notes to Designer:

4. Has the AASHTO LRFD Specifications Article 5.8.3.5 longitudinal reinforcement been satisfied? Yes No

limit = 7.5√f'c.

3. Service III Design Inventory tensile stress limit = 3√f'c or 6√f'c; Service III Design Operating, Legal, and Permit tensile stress

2. Permit capacity is determined by using the permit vehicle in all lanes.

1. This table is based on the requirements established in the January 2xxx "Structures Manual".

General Notes:

NOTES

Table Date 01-01-11

SH

CR

DC

TU

1.25/0.9

1.25/0.9

1.25/0.9

PS

EL

1.50/0.65

1.50/0.65

1.50/0.65

PierPier

Location "C"

Pier 3

Location "B"

Pier 2

"Dim. Y"

"Dim. Z"

"Dim. X"

Location "A"

Pier 1Abutment

Location 3Location 2Location 1

HL-93Strength I (Inv)

Strength I (Op) HL-93 N/A

N/A

1.00

1.00

1.00

1.00

1.00

HL-93

HL-93Service III (Op)

Service III (Inv)

FL120

FL120 60.0 1.00 1.00

1.00

1.00

tandem axle

tandem axle

tandem axle

tandem axle

single axle

single axle

single axle

single axle

Strength I (Inv)

Strength I (Inv)

Strength I (Op)

Strength I (Op)

Service I (Inv)

Service I (Inv)

Service I (Op)

Service I (Op)

Strength II

Service III

N/A

N/A

60.0

16.0

16.0

16.0

16.0

25.0

25.0

25.0

25.0

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

0.50

0.50

1.00

1.00

1.00

1.00 1.00

0.50 N/A

N/A

N/A

N/A

0.50

1.75

1.35

1.75

1.75

1.35

1.35

1.00

1.00

1.00

1.00

1.35

1.50

1.50

1.50

1.50

0.9 SL

1.0 SL

0.80

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/AN/AN/A N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A

N/A

N/A

SL - Striped Lanes

Op - Operating

Inv - Inventory

Abbreviations:

RATING LOCATIONS

Load

Ratin

g

Per

mit

Longit

udin

al

Transverse

Desig

n Load

Ratin

g

Longit

udin

al

Dir

ectio

n

Level


Weight

DW FR TG LL

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

comments

Other appropriate

than LRFD.

DF method if other


Comments:

Shear (Strength)Moment (Strength) or Stress (Service)Load Factors

Load Rating Summary Details for Post-Tensioned Concrete Box Girder Bridges Table Date 01-01-11

Table 1 - LRFR

4. Provide Name, Version #, and Date of Release of Software used for rating.

3. In the comments section for Service Limit III, state whether the rating is for principal tension stress or bending stress.

2. Fill in the date in General Note number 1 above.

1. Modify or place the Rating Location sketch Showing Span Length(s) to resemble the bridge being rated.

Notes to Designer:

Design Operating tensile stress limit = 6√f'c.

4. Service I Transverse Design Inventory tensile stress limit = 3√f'c or 6√f'c; Service I Transverse

3. Service III tensile stress limit = 3√f'c or 6√f'c; Service III Principal Tension Limit = 3.5√f'c.

2. Permit capacity is determined by using the permit vehicle in all lanes.

1. This table is based on the requirements established in the January 2xxx "Structures Manual".

General Notes:

NOTES

SH

CR

DC

PS

EL

1.25/0.9

1.25/0.9

1.25/0.9

1.25*

1.25*

1.25*

1.25*

1.00*

1.00*

1.00*

1.00*

TU

1.50/0.65

1.50/0.65

1.50/0.65

* CR, SH not applicable

Load Rating Summary Details for Steel Girder Bridges

Load Rating Summary Details for Steel Girder Bridges

PierPierPier 3

Locatio

n "C

"

Locatio

n "B

"

Pier 2Pier 1Abutment

"Dim. X"

Locatio

n "A

"

"Dim. Y"

"Dim. Z"

N/A

HL-93 1.75

1.35

1.30

1.00

1.25

1.00

Strength I (Inv)

Strength II

HL-93

HL-93

HL-93

FL120

N/A

N/A

N/A

N/A

60.0 1.35

1.25

1.00

1.25

1.50

1.50

1.00

1.00

1.50

FL120 60.0 0.90 1.001.00

Strength I (Op)

N/A

N/A

N/A

N/A N/A

N/A

N/A

N/A

N/AN/A

N/AN/A

N/A N/A

N/A N/A

N/AN/AN/A N/A

HS-20

HS-20 36.0

36.0

2.17

1.30

1.30

1.30

Inventory (Strength)

Operating (Strength)

Level

Load

Ratin

g

Desig

n

Load

Ratin

g

Per

mit


Weight

LL

Load Factors

DC DW

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Moment (Strength) or Stress (Service)

Tons

Locatio

n

Dim

ensio

n

Factor (D

F)

Distrib

utio

n

Ratin

g Factor

Shear (Strength)

Tons

Locatio

n

Dim

ensio

n


than LRFD.

DF method if other


Comments:




Comments:

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Factor (D

F)

Distrib

utio

n

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

Factor (D

F)

Distrib

utio

n

DLLL(tons)

WeightVehicleLevel

Op - Operating

Inv - Inventory

Abbreviations:

Table Date 07-01-15

Table Date 01-01-11

RATING LOCATIONS

software used in rating.




members.

are only required for compact

4. Design Service Limit State ratings

each member type."

Bridges, use one Summary sheet for

3. For Girder, Floorbeam, Stringer

number 1 above.



sketch Showing Span Lengths to


Notes to Designer:



Table 2 Notes:




General Notes:

Table 2 - LRFR

Service II (Op)�

Service II (Inv)�

Service II�

Load Factors Moment (Strength) Shear (Strength)

Table 1 - LFR

RATING LOCATIONS


Load Rating Summary Details for Reinforced Concrete Bridge Culverts (Box and Three-Sided Culvert) Table Date 07-01-15

Table Date 01-01-11

appropriate comments.

if other than LRFD. Other

Wheel load distribution method

Comments:

Other appropriate comments.


Wheel load distribution method

Comments:

Wall

Culvert End

Begin Bridge

Wall

Culvert End

End BridgeXX'-X" (Perpendicular Distance)

Bridge Culvert Total Span Length (Measured in Direction of Travel)

XX'-X" (Perpendicular Distance)

Locatio

n "A

"

Locatio

n "B

"

Locatio

n "C

"

Wall

1st Interior

"Dim. X"

"Dim. Y"

"Dim. Z"

Direction of Stationing"XX" (Design Depth of Fill)

Roadway Surface


Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

LL /

DL

Ratio

Unfactored

Dim

ensio

n

Locatio

n

Tons

Ratin

g Factor

LL /

DL

Ratio

Unfactored

DLLL(tons)

WeightVehicleLevel

Level

Load

Ratin

g

Desig

n

Load

Ratin

g

Per

mit


Weight

LL DC DW


Per

manent Loads

LL

Unfactored

Ratio

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Per

manent Loads

LL

Unfactored

Ratio

Ratin

g Factor

Tons

Locatio

n

Dim

ensio

n

Strength II

Strength I (Op)

Strength I (Inv)

Operating

Inventory

HL-93 1.75

1.35

1.25

HL-93

FL120

N/A

N/A

60.0 1.35

1.25

1.25

1.50

1.50

1.50

N/A

N/A

N/A

N/A

HS-20

HS-20 36.0

36.0

2.17

1.30

1.30

1.30

release of software used in rating.




number 1 above.


resemble the bridge culvert being rated.



Notes to Designer:

neglected per LRFD 3.6.1.2.6.

If Yes then the live load may be

Span Length)? Yes No

end walls (Bridge Culvert Total

between the inside faces of the

top slab exceed the span length

2. Does the depth of fill above the



Table 2 Notes:




General Notes:

Table 2 - LRFR

Table 1 - LFR

Op - Operating

Inv - Inventory

LL - Live Load

Dead Load (LRFR)

DW - Wearing Surface & Utility

DC - Component Dead Load (LRFR)

DL - Dead Load (LFR)

Abbreviations:

DESIGN LOAD RATING SUMMARY TABLES - Florida … · DESIGN LOAD RATING SUMMARY TABLES ... than LRFD....

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Transcript of DESIGN LOAD RATING SUMMARY TABLES - Florida … · DESIGN LOAD RATING SUMMARY TABLES ... than LRFD....