appendix j – recommended simplified method vs. …
TRANSCRIPT
APPENDIX J – RECOMMENDED SIMPLIFIED METHOD VS. RIGOROUS ANALYSIS
J-1
Introduction
This appendix contains comparisons of distribution factors computed by the
recommended simplified method to distribution factors computed using the grillage
techniques outlined in Appendix F. The results are presented as plots of the simplified
method distribution factor on the Y axis and the rigorous distribution factor on the X axis.
No multiple presence or analysis factors have been included in these calculations. The
location reference is based on 10ths of the span lengths. For example, location 104
indicates a point 40 percent along the length of span number one. Similarly, location 100
indicates zero percent along span number one.
The plots are then repeated for the alternate distribution factor method for
moments. This method was developed to address the large variability in the primary
simplified method for one loaded lane for moment. These should be viewed with a focus
on the one lane loaded case.
J-2
Results
Slab On Steel I Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.9669x + 0.064R2 = 0.862
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-1. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-3
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8869x + 0.0645R2 = 0.9001
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-2. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9959x - 0.0032R2 = 0.8718
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-3. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-4
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0047x - 0.0037R2 = 0.3355
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-4. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.5127x + 0.4117R2 = 0.6799
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-5. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-5
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4879x + 0.3299R2 = 0.4254
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-6. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9977x - 0.0006R2 = 0.6297
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-7. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-6
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0074x - 0.0026R2 = 0.8727
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-8. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9817x - 0.0043R2 = 0.9519
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-9. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-7
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0166x - 0.029R2 = 0.9327
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-10. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.001x + 0.0047R2 = 0.9
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-11. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-8
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0045x + 0.005R2 = 0.8934
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-12. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.0032x - 0.0086R2 = 0.981
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-13. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-9
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0043x - 0.0151R2 = 0.9814
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-14. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.0012x + 0.0007R2 = 0.9683
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-15. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-10
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.9962x + 0.0012R2 = 0.9446
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-16. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-11
Slab on Prestressed I and Prestressed Bulb Tee Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1096x - 0.023R2 = 0.9455
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-17. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-12
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0532x - 0.0227R2 = 0.9182
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-18. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9981x + 0.0023R2 = 0.9268
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-19. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-13
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0004x + 0.001R2 = 0.6213
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-20. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7534x + 0.2433R2 = 0.6417
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-21. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-14
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.7449x + 0.178R2 = 0.7768
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-22. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.0006x - 0.0032R2 = 0.6586
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-23. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-15
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0017x + 0.0039R2 = 0.9152
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-24. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9491x + 0.0345R2 = 0.9275
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-25. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-16
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9515x + 0.0247R2 = 0.8987
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-26. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0013x + 0.0042R2 = 0.887
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-27. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-17
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9992x + 0.0021R2 = 0.9146
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-28. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.0027x + 0.0032R2 = 0.9904
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-29. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-18
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9951x + 0.0025R2 = 0.985
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-30. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.995x + 0.0014R2 = 0.9834
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-31. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-19
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.9973x - 0.0044R2 = 0.9889
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-32. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-20
Cast-In-Place Concrete Tee Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1779x - 0.1031R2 = 0.9449
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-33. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-21
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8458x + 0.0756R2 = 0.9838
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-34. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0011x - 0.0016R2 = 0.9546
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-35. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-22
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0004x - 0.0015R2 = 0.7347
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-36. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.8785x + 0.1306R2 = 0.666
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-37. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-23
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.0183x + 0.0194R2 = 0.8899
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-38. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9986x + 0.0035R2 = 0.9767
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-39. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-24
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0001x + 0.0042R2 = 0.9133
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-40. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0817x - 0.039R2 = 0.9706
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-41. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-25
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.2527x - 0.1851R2 = 0.9384
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-42. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9996x + 0.0014R2 = 0.8368
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-43. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-26
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9982x + 0.0012R2 = 0.9168
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-44. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.7812x + 0.1339R2 = 0.8751
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-45. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-27
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8251x + 0.1069R2 = 0.9113
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-46. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.002x + 0.0031R2 = 0.953
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-47. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-28
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.9995x + 0.0035R2 = 0.9309
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure J-48. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-29
Concrete Spread Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.432x - 0.3942R2 = 0.9054
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-49. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-30
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0667x - 0.0904R2 = 0.8164
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-50. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9981x - 0.004R2 = 0.9092
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-51. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-31
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0058x + 0.002R2 = 0.6774
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-52. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.0443x - 0.0287R2 = 0.9699
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-53. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-32
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.2632x - 0.1978R2 = 0.9739
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-54. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9978x + 0.002R2 = 0.6756
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-55. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-33
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.9942x + 0.002R2 = 0.5625
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-56. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7748x + 0.1173R2 = 0.9827
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-57. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-34
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8533x + 0.0843R2 = 0.9854
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-58. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9977x + 0.003R2 = 0.9566
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-59. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-35
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9965x + 0.0023R2 = 0.9235
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-60. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.8752x + 0.0313R2 = 0.9875
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-61. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-36
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9014x + 0.031R2 = 0.9859
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-62. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9971x - 0.0015R2 = 0.9807
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-63. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-37
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.9975x + 0.0038R2 = 0.9452
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-64. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-38
Cast-In-Place Concrete Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.81x + 0.0514R2 = 0.4949
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-65. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-39
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8566x - 0.0241R2 = 0.6494
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-66. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9975x - 0.002R2 = 0.4313
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-67. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-40
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0002x - 0.0028R2 = 0.2318
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-68. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.6368x + 0.1152R2 = 0.4314
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-69. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-41
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.7894x + 0.0223R2 = 0.7423
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-70. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9967x + 0.0012R2 = 0.5843
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-71. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-42
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.9937x - 0.0016R2 = 0.2739
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-72. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0947x - 0.1032R2 = 0.8734
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-73. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-43
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.091x - 0.0867R2 = 0.8558
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-74. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0033x - 0.0002R2 = 0.7972
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-75. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-44
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0023x + 0.0008R2 = 0.8017
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-76. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.9384x + 0.0136R2 = 0.991
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-77. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-45
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9711x + 0.003R2 = 0.9892
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-78. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9982x + 0.0007R2 = 0.9764
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-79. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-46
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.996x - 0.0026R2 = 0.8782
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
fdsgs
Figure J-80. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-47
Adjacent Concrete Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7171x + 0.1012R2 = 0.7315
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-81. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-48
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7318x + 0.0383R2 = 0.9846
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-82. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9933x - 0.0026R2 = 0.9528
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-83. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-49
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9973x - 0.0003R2 = 0.4194
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-84. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7041x + 0.0894R2 = 0.7595
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-85. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-50
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.6926x + 0.0456R2 = 0.9498
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-86. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9943x - 0.005R2 = 0.9233
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-87. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-51
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0171x - 0.0036R2 = 0.7059
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-88. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0486x - 0.0678R2 = 0.9743
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-89. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
J-52
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9822x - 0.0042R2 = 0.9643
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-90. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0017x - 0.0009R2 = 0.965
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-91. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
J-53
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0033x - 0.0019R2 = 0.9342
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-92. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.988x - 0.0183R2 = 0.998
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-93. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
J-54
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9772x - 0.0037R2 = 0.9959
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-94. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.0034x - 0.0049R2 = 0.9898
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-95. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
J-55
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.0011x + 0.003R2 = 0.9898
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4Rigorous Distribution Factor
Prop
osed
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
(Cal
ibra
tion
Onl
y)
Figure J-96. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
J-56
Results – Alternate Method for Moment
Slab On Steel I Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.9669x + 0.064R2 = 0.862
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-97. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-57
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8869x + 0.0645R2 = 0.9001
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-98. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9959x - 0.0032R2 = 0.8718
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-99. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-58
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9991x + 0.003R2 = 0.6518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-100. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.9606x - 0.0461R2 = 0.9455
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-101. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-59
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.9916x - 0.0646R2 = 0.9346
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-102. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9954x + 0.0012R2 = 0.8566
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-103. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-60
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0074x - 0.0026R2 = 0.8727
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-104. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-61
Slab on Prestressed I and Prestressed Bulb Tee Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1096x - 0.023R2 = 0.9455
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-105. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-62
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0532x - 0.0227R2 = 0.9182
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-106. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9981x + 0.0023R2 = 0.9268
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-107. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-63
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9882x - 0.0059R2 = 0.8786
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-108. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.9814x + 0.0197R2 = 0.9581
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-109. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-64
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.9823x + 0.0019R2 = 0.9507
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-110. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.0025x - 0.0014R2 = 0.945
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-111. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-65
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0017x + 0.0039R2 = 0.9152
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-112. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-66
Cast-In-Place Concrete Tee Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.284x - 0.2908R2 = 0.5959
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-113. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-67
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.4459x - 0.3087R2 = 0.6699
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-114. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0408x - 0.0122R2 = 0.6405
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-115. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-68
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0627x - 0.0173R2 = 0.6387
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-116. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.5835x + 0.2319R2 = 0.5679
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-117. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-69
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.725x + 0.1552R2 = 0.7428
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-118. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9953x + 0.0015R2 = 0.9454
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-119. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-70
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0001x + 0.0042R2 = 0.9133
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent,
Cal
ibra
ted
Onl
y
Figure J-120. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-71
Concrete Spread Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.432x - 0.3942R2 = 0.9054
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-121. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-72
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0667x - 0.0904R2 = 0.8164
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-122. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9981x - 0.004R2 = 0.9092
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-123. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-73
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9978x + 0.0005R2 = 0.6475
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-124. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7142x + 0.0488R2 = 0.9414
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-125. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-74
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8243x + 0.0114R2 = 0.9217
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-126. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.0012x - 0.0032R2 = 0.8327
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-127. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-75
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.9999x + 0.0043R2 = 0.6184
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-128. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-76
Cast-In-Place Concrete Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.5036x + 0.0851R2 = 0.7048
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-129. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-77
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.6751x + 0.0403R2 = 0.7714
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-130. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0001x + 0.0003R2 = 0.8361
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-131. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-78
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9981x - 0.0047R2 = 0.8136
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-132. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.5573x + 0.0473R2 = 0.5171
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-133. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-79
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.7394x + 0.0148R2 = 0.5624
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-134. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.0021x + 0.0046R2 = 0.5944
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-135. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-80
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.9995x + 0.0018R2 = 0.5565
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-136. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-81
Adjacent Concrete Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7171x + 0.1012R2 = 0.7315
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-137. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
J-82
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7318x + 0.0383R2 = 0.9846
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-138. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9933x - 0.0026R2 = 0.9528
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-139. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
J-83
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0035x - 0.0044R2 = 0.9086
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-140. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7041x + 0.0894R2 = 0.7595
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-141. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
J-84
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.6926x + 0.0456R2 = 0.9498
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-142. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9943x - 0.005R2 = 0.9233
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-143. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
J-85
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0011x - 0.0023R2 = 0.7406
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Prop
osed
Alte
rnat
e LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
For
Mom
ent (
Cal
ibra
tion
Onl
y)
Figure J-144. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
J-86