Parent document
Concrete Bridge Assessment
Preformatted Tables
Table 1: Predicted versus actual ultimate loads for Cambridge model bridge slabs
Hudson tests Kite tests
Test No. H1 H2 H3 H4 K1 K2 K3 K4
Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 22.7
PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7
Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04 1.05 1.18 1.28
Collins tests Antill tests
Test No. C1 C2 C3 A1 A2
Ptest (kN) 36.8 37.2 31.3 18.0 25.6
PCOBRAS (kN) N/A 28.5 25.7 19.0 29.3
Ptest/PCOBRAS - 1.33 1.22 0.95 0.87
Table 2: Revised load capacities of bridges re-assessed using COBRAS by the author
Bridge Span Elastic Plastic Rating
No. (m) Rating COBRAS
(tonne) (tonne)
1 4.85 7.5 38
2 6.50 7.5 16
3 3.89 38 40
4 5.70 16 16
5 6.55 7.5 16
6 5.70 17 40
7 3.66 7.5 40
8 3.72 38 40
9 5.51 7.5 40
10 3.71 7.5 38
11 6.60 7.5 40
12 6.60 7.5 40
13 6.50 3 40
14 13.10 7.5 40
15 6.10 7.5 40
16 5.40 7.5 40
17 2.48 17 40
18 3.29 17 40
19 7.62 38 40
20 3.00 7.5 16
21 3.06 7.5 40
Table 3: Revised load capacities of bridges re-assessed by County Council's using COBRAS
Elastic Plastic
Bridge Span Skew angle Assessment Live Assessment
No. (m) (degrees) Load Rating Live Load
(tonne) Rating (tonne)
Bedfordshire County Council
1 3.6 5 25 40
2 5.5 3 7.5 40
3 6.8 7 7.5* 40*
4 4.9 25 17* 40*
Northumberland County Council
1 5.0 0 Group 1 FE 40*
2 5.0 0 Group 1 FE 38*
3 4.65 10.5 Group 1 FE 40*
4 3.51 0 38 40*
5 2.95 43.6 25 40*
6 10.7 0 Dead load only 40*
Cumbria County Council
1 7.33 31.5 7.5 40
2 3.81 0 7.5 40
3 7.71 14.5 25 40
4 18.5 54.2 Dead plus superimposed 40
dead load only
* provisional results since not checked as yet.
Campbell Middleton
<crm@eng.cam.ac.uk>
Last Modified on Thursday 7th May 1998