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1、 圖 號人 跨行 度（m）道 編寬 規格及數量度W 號 N 專橋2601 專橋2064專橋2062專橋2065 2073、2075、專橋 2076、2084、2087、20882432243224長度(m)數 量總重(kg)長度(m)數 量總重(kg)長度(m)數 量總重(kg)長度(m)數 量總重(kg)長度(m)數 量總重(kg)10501A、1BL75*75*82.670248.222.670248.222.670248.222.670248.222.670248.222L75*75*81.05019.481.05019.481.05019.481.05019.481.05019.48A2、L75*75*82.670124.112.670124.112.670124.112.670124.112.670124.113A、3BL75*75*81.058328.661.058328.661.058328.661.058328.661.058328.665L75*75*80.970217.520.970217.520.970217.520.970217.520.970217.526A、6BL125*125*8 2.342272.622.833287.852.342272.622.919290.512.581280.037A、7BL75*75*80.600210.840.600210.83、40.600210.840.600210.840.600210.849Q20圓鋼0.45066.660.45088.880.45066.660.45099.990.45077.7711A、11BL50*50*61.840216.452.419221.631.840216.452.517222.52.128219.0212L50*50*60.75426.740.81927.320.75426.740.82627.380.79227.0813200*100.20026.280.20026.280.20026.280.20026.280.20026.2815L75*75*83.508131.683.4、508131.683.508131.683.508131.683.508131.6816L75*75*83.508131.683.508131.683.508131.683.508131.683.508131.6817A、17BL75*75*82.485244.882.485244.882.485244.882.485244.882.485244.88合 計36236236239037313001A、1BL75*75*82.670248.222.670248.222.670248.222.670248.222.670248.222L75*75*81.300111.741.300111.741.5、300111.741.300111.741.300111.74AL75*75*82.670124.112.670124.112.670124.112.670124.112.670124.113A、3BL75*75*81.058328.661.058328.661.058328.661.058328.661.058328.665L75*75*80.970217.520.970217.520.970217.520.970217.520.970217.526A、6BL125*125*8 2.342272.622.833272.622.342272.622.919290.512.581280.037A6、7BL75*75*80.600210.840.600287.850.600210.840.600210.840.600210.849Q20圓鋼0.45066.660.45088.880.45066.660.45099.990.45077.7711A、11BL50*50*61.930217.252.488222.241.930217.252.583223.092.206219.7212L50*50*60.55824.990.60325.390.55824.990.60925.440.58425.2213200*100.20026.280.20026.280.20026.280.20026.287、0.20026.2815L75*75*83.258129.423.258129.423.258129.423.258129.423.258129.4216L75*75*83.258129.423.258129.423.258129.423.258129.423.258129.4217A、17BL75*75*82.485244.882.485244.882.485244.882.485244.882.485244.88合 計359382359386370附注:1、本表尺寸除注明者外均以毫米計。2、國一構件A、B編號者說明二者尺寸相同但彎折方向相反數量糸二者之和。3、本表糸不計步板及螺栓用料時避車臺之總用料，采用避車臺時人行道數量中應扣除。4、本表糸按角鋼方案計算，當采用鋼筋混凝土欄桿柱方案時，應以N51，N52代替N15，N16，詳見專橋（92）8130-13圖，并應在N11與N5間加454510毫米之墊板，圖見專橋（92）8130-17圖附注。可采用廢料故數量末列。圖號制圖鋼筋砼預應力梁避車臺型避車臺總用量表(避車臺寬2米)比例復核專業負責人技術負責人工程部長技術主管總工程師