| | TIP | | Clear | | Approx. Span And | Structure | | Letting |
| | Number | | County | Roadway | Total Lengths | Type | | Letting |
| | Date |
| | B-4456 | Catawba | 32' + 5.5' S'wks. | 2 @ 115'=230' | 63" MBT | 11/15/2011 |
| | B-4503 | Edgecombe | 33'-6" | 3@ 90'=270' | 33" Box Beams | 11/15/2011 |
| | B-4533 | Greene | 30'-10" | 2 @ 50'=100' | 21" Cored Slab | 11/15/2011 |
| | B-4542 | Harnett | 27'-10" | 2 @ 90'=180' | 33" Box Beams | 11/15/2011 |
| | B-4657 | Wake | 35'-6" | 32',77',32'=141' | 45" PCG | 11/15/2011 |
| | B-4673 | Wayne | 30'-6" | 40',50',40'=130' | 21" Cored Slabs | 11/15/2011 |
| | B-4694 | Davidson | 30'-10" | 1 @ 105' | 39" Box Beams | 11/15/2011 |
| | R-2414B | Camden | S-2.4mX1.8mX33m RCBC | 11/15/2011 |
| | R-2414B | Camden | S-3.0mX1.5mX37.0m RCBC | 11/15/2011 |
| | R-2414B | Camden | D-1.8mX1.5mX30.0m RCBC | 11/15/2011 |
| | B-4183 | Madison | D-3.0m X 2.1m X 17.8m RCBC | 12/20/2011 |
| | B-4183 | Madison | T-2.7m X 3.0m X 15.5m RCBC | 12/20/2011 |
| | B-4473 | Columbus | 30'-10" | 1 @ 52'-3" | 21" Cored Slab | 12/20/2011 |
| | B-4473 | Columbus | 30'-10" | 1 @ 72'-3" | 24" Cored Slab | 12/20/2011 |
| | B-4498 | Davidson | 33'-6" | 45',95',95',75'=310' | 39" Box Beams | 12/20/2011 |
| | B-4556 | Johnston | 32' | 1 @ 110' | Plate Girder | 12/20/2011 |
| | B-4560 | Johnston | 27'-10" | 55',65',55'=175' | 24" Cored Slab | 12/20/2011 |
| | B-4567 | Lenoir | 29'-10" | 55',45'=100' | 21" Cored Slab | 12/20/2011 |
| | B-5116 | Bladen | 36'-10" | 2 @ 51'-2",50'-1",40'-2"=197'-7" | 21" Cored Slabs | 12/20/2011 |
| | U-3326A | Rockingham | 77'-6" | 79',92'=171' | 63" MBT | 12/20/2011 |
| | U-3326B | Rockingham | S-6' X 6' RCBC Ext. 47'&30' | 12/20/2011 |
| | U-3326B | Rockingham | 36' + 5.5' S'wks. | 89',98'=187' | 63" MBT | 12/20/2011 |
| | U-3326B | Rockingham | S-7' X 7' RCBC Ext. 58'&78' | 12/20/2011 |
| | U-3326B | Rockingham | 40' & 34' | Duals: 1 @ 105' | 63" MBT | 12/20/2011 |
| | U-3326B | Rockingham | S-5' X 6' RCBC Ext. 69'&45' | 12/20/2011 |
| | U-3326B | Rockingham | 49'-6" + 5.5' | 87'-6",102'-6"=190' | 63" MBT | 12/20/2011 |
| | U-3326B | Rockingham | D-8' X 8' RCBC Ext. 32'&56' | 12/20/2011 |
| | U-3812 | Ashe | S-10' X 6' X 65' RCBC | 12/20/2011 |
| | U-4909 | Forsyth | 40' + 5.5' S'wk. | 2 @ 75'=150' | 54" PCG | 12/20/2011 |
| | B-4494 | Currituck | 30'-10" | 3 @ 40'=120' | 18" Cored Slab | 1/17/2012 |
| | B-4514 | Franklin | 30'-10" | 85',100',100'=285' | 39" Box Beams | 1/17/2012 |
| | B-4531 | Greene-Pitt | 30'-10" | 36',40',41'=117' | 21" Cored Slab | 1/17/2012 |
| | B-4531 | Green-Pitt | 33'-10" | 51',70',51'=172' | 21"& 24" Cored Slabs | 1/17/2012 |
| | B-4588 | Nash | 33'-10" + 5.5' | 65',85'=150' | 33" Box Beams | 1/17/2012 |
| | B-4647 | Tyrrell | 33'-6" | 50',6@45',50'=370' | 21" Cored Slabs | 1/17/2012 |
| | B-4661 | Wake | 30'-6" | 46',50',36'=132' | 21" Cored Slabs | 1/17/2012 |
| | R-2309AB | Guilford | S-12' X 8' X 175' Pedestrian RCBC | 1/17/2012 |
| | R-2309AB | Guilford | S-10' X 11' X 190' RCBC | 1/17/2012 |
| | R-2309AB | Guilford | 33'-9" Each | Duals: 1 @ 125' | Steel Girders | 1/17/2012 |
| | R-2309AB | Guilford | S-8' X 8' X 220' RCBC | 1/17/2012 |
| | Thursday, August 11, 2011 | Page 2 of 5 |