Common use of Bridge Layout Clause in Contracts

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall conduct preliminary studies as necessary prior to producing the bridge layout. Preliminary studies will include the following: DocuSign Envelope ID: B3F57688-319D-4340-876F-E11B399F9D4B

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvertculvert based on site conditions and as-built plans. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall conduct preliminary studies as necessary prior to producing the bridge layoutlayouts. Preliminary studies will shall include the following: DocuSign Envelope ID: B3F576886D01D1D9-319D-43406E7F-481D-80FF-876F-E11B399F9D4BD7092F6A0AEE

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvert. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall conduct preliminary studies as necessary prior to producing the bridge layout. Preliminary studies will include the following: DocuSign Envelope ID: B3F57688FEE70723-319D-4340A887-876F4BCC-92B5-E11B399F9D4B33508013EFFC

Bridge Layout. The Engineer shall prepare a bridge layout plan sheet for each bridge and bridge class culvertculvert based on site conditions and as-built plans. The Engineer shall determine the location of each soil boring needed for foundation design in accordance with the Geotechnical Manual. Prior to preparation of each bridge layout, the Engineer shall prepare a comparative cost analysis of bridge structures to determine: (1) the optimum bridge beams for vertical clearance over railroads, roadway, or waterways, (2) the optimum bridge structure versus roadway embankment, pavement, soil stabilization, and retaining walls, and (3) to determine optimum in bridge beams for the direct connectors. The Engineer shall conduct preliminary studies as necessary prior to producing the bridge layoutlayouts. Preliminary studies will shall include the following: DocuSign Envelope ID: B3F57688CCC15E4F-025E-45ED-8647-319D-4340-876F-E11B399F9D4B4B6C2DCF3710