| | NORTH CAROLINA DEPARTMENT OF TRANSPORTATION TENTATIVE |
| | LETTING LIST OF BRIDGES AND CULVERTS IN RALEIGH CENTRAL OFFICE |
| | HIGHWAY LETTINGS AS OF JULY 12, 2011 |
| | TIP | | Clear | | Approx. Span And | Structure | | Letting |
| | Number | | County | Roadway | Total Lengths | Type | | Letting |
| | Date |
| | B-3187 | Haywood | 26' | 1 @ 157' | Steel Girders | 8/16/2011 |
| | B-4133 | Halifax | 30' | 3 @ 57'=171' | 21" Cored Slab | 8/16/2011 |
| | B-4499 | Davidson | 32' | 2 @ 94'=188' | 63" MBT | 8/16/2011 |
| | B-4582 | Montgomery | 27'-10" | 75',90'=165' | 39" Box Beams | 8/16/2011 |
| | R-2611 | Guilford | D- 6' X 8' RCBC Ext. 91' & 41' | 8/16/2011 |
| | U-2519DA | Cumberland | Var. 15.6m-27.1m | 32.0m,35.0m,41.1m,42.0m,34.5m | Steel Girders | 8/16/2011 |
| | =184.6m |
| | U-2519DA | Cumberland | 11.4m | 50.0,2@45.0,45.6,52.0,41.8,44.2, | Steel Girders | 8/16/2011 |
| | 54.0,55.8,56.0=489.4m |
| | U-2519DA | Cumberland | 9.0m | 39.5m,3@42.0m,39.5m=205.0m | Steel Girders | 8/16/2011 |
| | U-2519DA | Cumberland | Widen 2.5 & | 9.5m,20.4m,11.3m=41.2m | 914mm PCG | 8/16/2011 |
| | U-2519DA | Cumberland | 15.6m | 1 @ 81.6m Scissors Bridge | 1372mm PCG | 8/16/2011 |
| | U-2519DA | Cumberland | 7.9m | 14.0m,15.0m,10.3m=3903m | 1143mm PCG | 8/16/2011 |
| | U-2519DA | Cumberland | D-3.6mX1.8mX168.0m RCBC | 8/16/2011 |
| | U-2519DA | Cumberland | S-1.8mX1.8mX126.0m RCBC | 8/16/2011 |
| | U-2519DA | Cumberland | Widen 2.36m | 9.5m,20.4m,11.3m=41.2m | 914mm PCG | 8/16/2011 |
| | B-3619 | Buncombe | 28' X 6' X 124' Three Sided RCBC | 9/20/2011 |
| | B-4510 | Forsyth | 36'-6"+ 5.5' S'wks. | 101',102'=203' | 63" MBT | 9/20/2011 |
| | R-2237C | Caldwell, Watauga | D-11' X 8' X 152' RCBC | 9/20/2011 |
| | B-4206 | Montgomery | 24'-10" | 40',50',40'=130' | 21" Cored Slab | 10/18/2011 |
| | B-4211 | Nash | 32' | 2 @ 75',2 @ 90'=330' | 54" PCG | 10/18/2011 |
| | B-4463 | Chowan | 42'-6" | 1 @ 63' | 24" Cored Slab | 10/18/2011 |
| | B-4522 | Granville | 30'-6" | 65',100',65'=230' | 39" Box Beams | 10/18/2011 |
| | B-4551 | Hyde | 42'-6" | 40',40',45'=125' | 21" Cored Slab | 10/18/2011 |
| | B-4660 | Wake | 34'-6"+10' Ped.Tr. | 4 @ 100',80'=480' | 54" PCG | 10/18/2011 |
| | R-2812 | Moore | S-6' X 8' X 66' RCBC Ext. | 10/18/2011 |
| | R-2812 | Moore | S-11' X 7' X 166' RCBC | 10/18/2011 |
| | R-2812 | Moore | S-6' X 7' X 34' RCBC Ext. | 10/18/2011 |
| | B-4090 | Cumberland | 74' + 5.5' S'wks. | 3 @ 76'-8"=230' | 45" PCG | 11/15/2011 |
| | B-4294 | Union | 27'-10" | 1 @ 100' | 39" Box Beams | 11/15/2011 |
| | B-4328 | Wilson | 30'-10" | 50',45',46'=141' | 21" Cored Slab | 11/15/2011 |
| | B-4415 | Beaufort | 32'-10" | 3 @ 40'=120' | 21" Cored Slab | 11/15/2011 |
| | B-4416 | Beaufort | 32' | 1 @ 170' | Steel Girders | 11/15/2011 |
| | Thursday, August 11, 2011 | Page 1 of 5 |