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HILL INTERNATIONAL INC.-2011
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HILL INTERNATIONAL INC.-2011
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Last modified
3/28/2017 10:49:24 AM
Creation date
6/23/2011 5:22:51 PM
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Contracts
Company Name
HILL INTERNATIONAL INC.
Contract #
A-2011-072
Agency
PUBLIC WORKS
Council Approval Date
3/21/2011
Insurance Exp Date
4/1/2013
Destruction Year
0
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Structures Technical Understanding <br />The existing abutments at the First Street Bridge will move forward to accommodate a three-span <br />structure. The new structure will have ten pre-cast/pre-stressed (PC/PS) Bulb Tee concrete girders, which <br />will be 4'-8" tall, placed on seat type abutments, The new structure Is 92 feet wide and 320 feet long with <br />three spans of 100 feet, 120 feet, and 100 feet each. The new structure will have an eight foot sidewalk on <br />both sides with a four foot raised median. <br />Both abutments are constructed on a 2'-6" high, eight foot wide, and approximately 98 feet long spread <br />footing resting on 20 Inch pre-cast, pre-stressed concrete piles. These piles are ten straight and ten <br />battered. <br />Piers 2 and 3 are constructed on 2'-6" high, six feet wide and 94 feet long spread footings, which are <br />constructed on 38 piles, each with six battered piles - <br />on each end. <br />Utilities around the foundation area include: <br />• 84" RCP sewer (to be protected in place) -> - -' <br />• 16" water main on bridge (to remain in place ?- ; <br />durin Stn e 1 construction and relocated <br />g g <br />during Stage 2 construction) <br />• Fiber optics (to be protected in place) <br />• OH electric (to be relocated by others) <br />• 6" sub drain to be removed and relocated <br />• 72" GWRS line (to be'protected in place) <br />• 18" RCP storm drain <br />(to be protected in place) <br />I TYPICAL SECTION <br />First Street Bridge Typical Section <br />Retaining Wail and Sound Wall Detail <br />The retaining wall at abutment 1 is a mechanically <br />stabilized earth (MSE) wall approximately 288 feet <br />long, resting on leveling pads. <br />The retaining wall at abutment 4 consists of: <br />• Type 5 SSW, which is constructed on <br />a spread footing. This retaining wall is <br />approximately 72 feet long and requires 2'-6" <br />of over-excavation under the footing. <br />• MSE walls are approximately 398 feet long <br />and rest on a leveling pad. There will be <br />a sound wall constructed on top of this <br /> <br />_ W-1. 4 v <br />,cau R+w <br /> '4 IssM. <br />1.iE wt <br />i <br />n?s?e to <br />5 <br />'soa a <br />IN VA <br />y., <br />1 r # <br />51f SelE S ? <br /> <br /> tom- _ <br /> <br />1 H.uY.1?01 . SECTION A-A <br />W <br />l 1 <br />Retaining Wall Cross Section <br />hItt City of Santa Ana I Public Works Agency page 16 <br />First Street Bridge Replacement I Construction Management
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