該橋位于高峣~??诟咚俟?~2合同,起止里程K1+407.13~K5+134.07,為楊家村大橋1號橋。全橋橋跨布置:左幅(109×20+9×25+25.04+2×19.5+8×24+4×25+28+30+17+24×25+8×26.25+3×25)米簡支橋面連續(xù)工行組合梁。全長3712.88米;右幅(109×20+8×25+25.04+2×19.5+8×24+4×25+28+30+17+24×25+8×26.25+3×25)米簡支橋面連續(xù)工行組合梁,橋梁全長3712.88。
楊家村大橋1號橋在2合同龍門村段內(nèi)橋跨為:左幅(24×20+9×25+25.04+2×19.5+8×24+425+28+30+17+24×25+8×26.25+3×2)米簡支橋面連續(xù)工行組合梁,左幅全長2009.85米;右幅(24×20+8×25+25.04+2×19.5+8×24+4×25+28+30+17+24×25+8×26.25+3×25)米簡支橋面連續(xù)工行組合梁,右幅全長2009.85米。