BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY
Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham
Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
URS Corp.<br />
260 Franklin Street<br />
Boston, MA 02110<br />
PROJECT Mitchell River Bridge Rehabilitation Feasibility Study<br />
<strong>BRIDGE</strong> C-07-001 (437)<br />
MADE BY SUC DATE 1/31/2011 JOB NO. 10160874<br />
CHECKED BY GCP DATE 2/14/2011<br />
Alternative: Rehabilitation<br />
ESTIMATED QUANTITIES<br />
W L H/T No. Quantity Units<br />
Deck ft ft ft<br />
Timber Wearing Surface<br />
Spans 1,2,3,4,5,6,9,10,11,12 25.33 15.96 0.25 9 10916.6 FB<br />
Bascule Spans 25.33 50.00 0.25 1 3800.0 FB<br />
Subtotal: 14716.6 FB<br />
Timber Structural Deck<br />
Spans 1, 8 & 12 34.25 16.13 0.33 3 6630.2 FB<br />
Spans 2 & 11 36.25 16.13 0.33 2 4678.3 FB<br />
Spans 3, 4, 5, 6, 7, 9 & 10 38.25 16.13 0.33 7 17277.4 FB<br />
Subtotal: 28585.9 FB<br />
Timber Sidewalk<br />
Included in "Timber Structural Deck"<br />
Timber Bridge Railing<br />
6" x 6" Top Rail 0.50 575.16 0.50 1 1725.5 FB<br />
9 1/2" x 4 1/2" Mid Rail 0.38 575.16 0.79 1 2049.0 FB<br />
4" x 6" Bottom Rail 0.33 575.16 0.50 1 1150.3 FB<br />
6" x 8" x 24" Block 0.50 2.00 0.67 192 1536.0 FB<br />
8" x 8" Post 0.67 5.17 0.67 96 2645.3 FB<br />
Subtotal: 9106.1 FB<br />
3/1/2011 Page 1/6 Rehab Replace Piles