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BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY

Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham

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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

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