1、工序質量評定表,單位工程名稱:,部位名稱：,工序名稱：,管道土方開挖,樁號位置：,管徑：,450,mm主要工程量,96米,序號,外觀檢查項目,質量情況,評定意見,1,第3.1.1條,槽底土壤無超挖現(xiàn)象,符合要求,2,第3.1.2條,槽底不得受水浸泡,序號,測量項目,允許偏差（mm）,各實點偏差值,應量測點數(shù),合格點數(shù),合格率%,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,槽底高程,0-30,-30,-5,-17,-33,-19,-26,-30,-10,-20,9,8,892,槽底中線 每側寬度,955,960,1260,1020,990,1050,950,108

2、0,1080,960,990,900,1140,1140,1140,990,18,16,89,1290,1020,1230,3,邊坡,不陡于規(guī)定,0.7,0.7,0.9,0.8,0.6,0.6,0.9,0.7,0.8,1,1,0.4,1,0.9,0.9,18,17,944,0.7,0.7,0.8,5,6,交方班組,接方 班組,監(jiān)理意見,簽 字:,平均合格率%,91,評定等到級,優(yōu)良,單位項目技術負責人:,施工員:,質檢員,2004年, 月, 日工序質量評定表,單位工程名稱:,某大道道路、橋梁工程,部位名稱：,工序名稱：,管道土方開挖,樁號位置：,Y20-Y26,管徑：,450,mm主要工程量,

3、190米,序號,外觀檢查項目,質量情況,評定意見,1,第3.1.1條,槽底土壤無超挖現(xiàn)象,符合要求,2,第3.1.2條,槽底不得受水浸泡,序號,測量項目,允許偏差（mm）,各實點偏差值,應量測點數(shù),合格點數(shù),合格率%,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,槽底高程,0-30,-20,-7,-15,6,-26,-1,-27,-5,-13,-29,-10,-3,7,-26,-4,15,13,872,槽底中線 每側寬度,955,1020,1020,1110,990,1170,950,900,1140,1110,1260,900,1080,1110,1140,99

4、0,30,24,80,1080,990,1140,990,950,1260,1050,1290,1020,1230,1260,950,1170,920,1290,3,邊坡,不陡于規(guī)定,0.6,0.7,0.7,0.7,0.6,0.3,0.6,0.8,0.8,0.4,0.7,0.7,0.6,0.6,0.6,30,27,904,0.8,0.7,0.8,0.7,0.7,0.6,0.7,0.6,0.6,0.35,0.7,0.7,0.8,0.7,0.7,5,6,交方班組,接方 班組,監(jiān)理意見,簽 字:,平均合格率%,86,評定等到級,優(yōu)良,單位項目技術負責人:,施工員:,質檢員,2004年, 月, 日工序

5、質量評定表,單位工程名稱:,某大道道路、橋梁工程,部位名稱：,工序名稱：,管道土方開挖,樁號位置：,Y11-Y14,管徑：,450,mm主要工程量,130米,序號,外觀檢查項目,質量情況,評定意見,1,第3.1.1條,槽底土壤無超挖現(xiàn)象,符合要求,2,第3.1.2條,槽底不得受水浸泡,序號,測量項目,允許偏差（mm）,各實點偏差值,應量測點數(shù),合格點數(shù),合格率%,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,槽底高程,0-30,-12,-25,-7,-14,-21,-25,-9,5,-20,-6,-16,-19,12,11,922,槽底中線 每側寬度,955,99

6、0,1140,930,990,1170,1290,1050,1170,1260,940,1020,1020,1170,950,1200,24,21,88,1200,1230,1290,1110,1230,1020,1320,1290,1140,3,邊坡,不陡于規(guī)定,0.7,0.9,0.8,0.4,0.9,0.6,0.9,0.8,0.5,0.8,0.45,0.7,0.4,1,0.8,24,20,834,0.7,0.6,0.8,1,0.9,0.3,0.6,0.9,1,5,6,交方班組,接方 班組,監(jiān)理意見,簽 字:,平均合格率%,88,評定等到級,優(yōu)良,單位項目技術負責人:,施工員:,質檢員,20

7、04年,月,日工序質量評定表,單位工程名稱:,某大道道路、橋梁工程,部位名稱：,工序名稱：,管道土方開挖,樁號位置：,Y16-Y19,管徑：,450,mm主要工程量,90米,序號,外觀檢查項目,質量情況,評定意見,1,第3.1.1條,槽底土壤無超挖現(xiàn)象,符合要求,2,第3.1.2條,槽底不得受水浸泡,序號,測量項目,允許偏差（mm）,各實點偏差值,應量測點數(shù),合格點數(shù),合格率%,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,槽底高程,0-30,-8,-7,-15,5,-5,-9,8,-1,-30,9,7,782,槽底中線 每側寬度,955,1170,1290,93

8、0,1110,1320,1140,1200,1290,1140,940,1260,1260,1140,950,1290,18,15,83,1230,1140,1140,3,邊坡,不陡于規(guī)定,0.9,0.8,0.9,0.9,1,0.4,0.8,0.8,0.7,0.9,0.8,1,0.7,0.7,0.8,18,17,944,0.6,0.7,1,5,6,交方班組,接方 班組,監(jiān)理意見,簽 字:,平均合格率%,85,評定等到級,優(yōu)良,單位項目技術負責人:,施工員:,質檢員,2004年,月,日工序質量評定表,單位工程名稱:,某大道道路、橋梁工程,部位名稱：,工序名稱：,管道土方開挖,樁號位置：,Y6-Y

9、10,管徑：,450,mm主要工程量,120米,序號,外觀檢查項目,質量情況,評定意見,1,第3.1.1條,槽底土壤無超挖現(xiàn)象,符合要求,2,第3.1.2條,槽底不得受水浸泡,序號,測量項目,允許偏差（mm）,各實點偏差值,應量測點數(shù),合格點數(shù),合格率%,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,1,槽底高程,0-30,-10,-19,9,-28,-17,-28,-26,7,-21,-30,-21,-2,12,10,832,槽底中線 每側寬度,955,1110,990,1140,940,1020,990,1020,1290,900,1080,1170,1230,1020,990,1020,24,21,88,1290,1080,1320,1260,930,1290,1080,1050,1140,3,邊坡,不陡于規(guī)定,0.7,0.7,0.7,0.4,1,0.9,0.8,0