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1、福福建建省省福福永永高高速速公公路路A5A5合合同同段段工工地地试试验验室室水 泥 砼 抗 压 强 度 试 验 台 帐工程名称：福建省福永高速公路A5合同段工地试验室 施工标段：YK19+364K25+901.641第 页施工单位中铁十七局集团有限公司监理单位福州路港交通工程检测福永高速公路JC2中心试验室报告编号构 件 名 称设计强度(MPa)试件尺寸(cm)制件日期龄期(d)抗压日期极限荷载（kN）组强度代表值(MPa)折合折度（MPa）备注123FGYSDLM28DTKZ001方广岩隧道左线车行洞路面ZK19+944C3515*15*152012/4/16282012/5/1444.47
2、/45.30/42.1545.80/44.27/43.325.93/5.93FGYSDLM28DTKZ002方广岩隧道左线路面砼板左幅ZK19+415-ZK19+580C3515*15*152012/4/16282012/5/1445.60/43.35/44.8244.42/43.61/42.175.95/5.78FGYSDLM28DTKZ003方广岩隧道左线路面砼板中幅ZK19+415-ZK19+600C3515*15*152012/4/17282012/5/1544.71/45.38/44.0942.76/45.74/43.695.96/5.88FGYSDLM28DTKZ004方广岩隧道左
3、线路面砼板左幅ZK19+580-ZK19+750C3515*15*152012/4/18282012/5/1643.93/43.12/44.6343.77/44.84/44.465.85/5.92FGYSDLM28DTKZ005方广岩隧道左线路面砼板中幅ZK19+600-ZK19+780C3515*15*152012/4/19282012/5/1743.46/42.58/44.6943.33/45.87/45.395.81/5.98FGYSDLM28DTKZ006方广岩隧道左线路面砼板左幅ZK19+750-ZK19+920C3515*15*152012/4/20282012/5/1844.30
4、/42.73/43.3646.29/45.55/43.565.80/6.02FGYSDLM28DTKZ007方广岩隧道左线路面砼板中幅ZK19+780-ZK19+910C3515*15*152012/4/21282012/5/1945.70/42.83/43.4845.10/44.74/42.205.87/5.87FGYSDLM28DTKZ008方广岩隧道左线路面砼板右幅ZK19+990-ZK20+180C3515*15*152012/4/22282012/5/2042.31/45.78/44.1545.23/44.48/43.695.88/5.93FGYSDLM28DTKZ009方广岩隧道左
5、线路面砼板右幅ZK20+330-ZK20+180C3515*15*152012/4/23282012/5/2142.87/43.33/44.0745.25/43.12/44.635.79/5.91FGYSDLM28DTKZ010方广岩隧道左线路面砼板右幅ZK20+330-ZK20+555C3515*15*152012/4/24282012/5/2245.23/43.65/43.9245.18/42.45/44.055.90/5.85FGYSDLM28DTKZ011方广岩隧道左线路面砼板中幅ZK19+990-ZK20+200C3515*15*152012/4/25282012/5/2344.37
6、/43.85/43.5545.90/45.22/42.935.86/5.96FGYSDLM28DTKZ012方广岩隧道左线路面砼板中幅ZK20+200-ZK20+380C3515*15*152012/4/26282012/5/2444.29/43.78/45.5246.38/43.03/43.245.94/5.90FGYSDLM28DTKZ013方广岩隧道左线路面砼板中幅ZK20+380-ZK20+555C3515*15*152012/4/27282012/5/2545.11/43.37/45.1743.83/45.7242.425.94/5.87FGYSDLM28DTKZ014方广岩隧道左线
7、路面砼板左幅ZK19+980-ZK20+200C3515*15*152012/4/28282012/5/2645.27/42.26/43.0743.16/43.90/46.055.80/5.91FGYSDLM28DTKZ015方广岩隧道左线路面砼板左幅ZK20+200-ZK20+370C3515*15*152012/4/29282012/5/2745.05/42.20/44.8944.30/45.17/43.575.88/5.91FGYSDLM28DTKZ016方广岩隧道左线路面砼板左幅ZK20+370-ZK20+555C3515*15*152012/5/3282012/5/3145.59/4
8、5.95/43.8744.50/43.58/42.255.85/5.79FGYSDLM28DTKZ017方广岩隧道左线路面砼板右幅ZK19+415-ZK20+615C3515*15*152012/5/4282012/6/145.04/46.31/42.6542.19/43.2243.305.96/5.72FGYSDLM28DTKZ018方广岩隧道左线路面砼板右幅ZK19+615-ZK19+800C3515*15*152012/5/5282012/6/245.86/42.61/45.1443.01/43.48/42.155.94/5.72FGYSDLM28DTKZ019方广岩隧道左线路面砼板右幅
9、ZK19+800-ZK19+920C3515*15*152012/5/6282012/6/342.21/44.35/44.7146.28/44.10/43.955.83/6.17FGYSDLM28DTKZ020方广岩隧道左线路面砼右幅ZK19+920-ZK19+990，左幅ZK19+920-ZK19+980C3515*15*152012/5/7282012/6/442.96/43.50/45.6644.24/45.18/43.205.87/5.89FGYSDLM28DTKZ021方广岩隧道左线路面砼板中幅ZK19+910-ZK19+990C3515*15*152012/5/8282012/6/
10、545.62/44.33/42.4145.15/44.77/43.935.88/5.95FGYSDLM28DTKZ022方广岩隧道右线路面砼左幅YK19+364-YK19+600C3515*15*152012/5/23282012/6/2042.89/45.41/43.5144.37/43.18/42.235.86/5.75FGYSDLM28DTKZ023方广岩隧道右线路面砼板左幅YK19+600-YK19+830C3515*15*152012/5/24282012/6/2146.02/44.03/12.3343.21/43.47/42.295.89/5.73FGYSDLM28DTKZ024方
11、广岩隧道右线路面砼板中幅YK19+364-YK19+620C3515*15*152012/5/25282012/6/2243.27/44.87/46.3143.67/42.31/43.275.97/5.74FGYSDLM28DTKZ025方广岩隧道右线路面砼板中幅YK19+620-YK19+820C3515*15*152012/5/26282012/6/2342.55/44.57/43.1745.29/43.81/43.085.79/5.87FGYSDLM28DTKZ026方广岩隧道右线路面砼板右幅YK19+364-YK19+610C3515*15*152012/5/27282012/6/24
12、42.25/46.62/43.2546.12/42.86/42.105.87/5.82FGYSDLM28DTKZ027方广岩隧道右线路面砼板右幅YK19+610-YK19+830C3515*15*152012/5/28282012/6/2543.45/45.92/45.2942.69/44.25/43.325.98/5.79FGYSDLM28DTKZ028方广岩隧道右线路面砼板幅右YK19+920-YK20+150C3515*15*152012/5/30282012/6/2742.75/44.30/44.3845.74/43.61/42.185.84/5.84FGYSDLM28DTKZ029方
13、广岩隧道右线路面砼板幅右YK20+150-YK20+350C3515*15*152012/5/31282012/6/2844.89/43.75/46.0942.52/44.16/43.505.99/5.79FGYSDLM28DTKZ030方广岩隧道右线路面砼板幅右YK20+350-YK20+520C3515*15*152012/6/2282012/6/3042.96/45.35/42.7645.47/44.44/42.125.83/5.87FGYSDLM28DTKZ031方广岩隧道右线路面砼板幅中YK19+930-YK20+160C3515*15*152012/6/3282012/7/143.
14、52/42.41/46.6345.23/43.38/42.795.89/5.84FGYSDLM28DTKZ032方广岩隧道右线路面砼板幅中YK20+160-YK20+380C3515*15*152012/6/4282012/7/242.71/45.17/44.6545.87/45.35/42.275.89/5.94FGYSDLM28DTKZ033方广岩隧道右线路面砼板幅中YK20+380-YK20+520C3515*15*152012/6/5282012/7/345.33/42.28/44.4242.59/44.59/44.745.87/5.87FGYSDLM28DTKZ034方广岩隧道右线路
15、面砼板幅左YK19+920-YK20+150C3515*15*152012/6/6282012/7/443.15/44.97/42.3546.56/44.37/42.865.80/5.95FGYSDLM28DTKZ035方广岩隧道右线路面砼板幅左YK20+150-YK20+370，左洞紧急停车道路面砼ZK19+977-ZK19+936C3515*15*152012/6/7282012/7/542.75/44.69/42.2742.74/45.35/43.385.77/5.84FGYSDLM28DTKZ036方广岩隧道右线路面砼板幅左YK20+370-YK20+520C3515*15*15201
16、2/6/8282012/7/642.17/45.30/45.4242.78/44.39/42.945.91/5.78FGYSDLM28DTKZ037方广岩隧道右线路面砼板幅左YK19+830-YK20+920,右YK19+830-YK129+920C3515*15*152012/6/9282012/7/742.31/45.76/45.3144.05/42.15/43.715.93/5.87FGYSDLM28DTKZ038方广岩隧道右线路面砼板幅中YK19+820-YK20+920，右洞紧急停车道路面砼YK19+908-YK19+867C3515*15*152012/6/10282012/7/8
17、42.29/43.33/43.7746.49/45.31/43.495.75/6.01福福建建省省福福永永高高速速公公路路A5A5合合同同段段工工地地试试验验室室水 泥 砼 抗 压 强 度 试 验 台 帐工程名称：福建省福永高速公路A5合同段工地试验室 施工标段：YK19+364K25+901.641第 页施工单位中铁十七局集团有限公司监理单位福州路港交通工程检测福永高速公路JC2中心试验室报告编号构 件 名 称设计强度(MPa)试件尺寸(cm)制件日期龄期(d)抗压日期极限荷载（kN）组强度代表值(MPa)折合强度（MPa）备注123HPFLSZQ28DTKYXB001黄埔分离式中桥1孔3T
18、梁C5015*15*152012/3/12282012/4/91371.0/1235.1/1444.21225.9/1394.8/1358.560.0/59.0HPFLSZQ28DTKYXB002黄埔分离式中桥1孔1T梁C5015*15*152012/3/13282012/4/101319.3/1453.8/1233.21208.7/1367.6/1336.959.4/58.0HPFLSZQ28DTKYXB003黄埔分离式中桥1孔2T梁C5015*15*152012/3/14282012/4/111361.1/1215.3/1425.31234.9/1395.6/1334.459.3/58.7
19、HPFLSZQ28DTKYXB004黄埔分离式中桥2孔2T梁C5015*15*152012/3/15282012/4/121209.0/1378.5/1353.91456.7/1324.8/1244.058.4/59.6HPFLSZQ28DTKYXB005黄埔分离式中桥2孔3T梁C5015*15*152012/3/15282012/4/121413.4/1332.9/1219.91332.0/1203.9/1364.758.8/57.8HPFLSZQ28DTKYXB006黄埔分离式中桥3孔1T梁C5015*15*152012/3/16282012/4/131371.8/1215.8/1319.
20、51223.6/1402.3/1377.657.9/59.3HPFLSZQ28DTKYXB007黄埔分离式中桥3孔3T梁C5015*15*152012/3/17282012/4/141426.0/1232.4/1365.71234.0/1382./1331.659.6/58.5HPFLSZQ28DTKYXB008黄埔分离式中桥3孔2T梁C5015*15*152012/3/18282012/4/151218.5/1413.0/1322.91419.9/1207.1/1367.358.6/59.2HPFLSZQ28DTKYXB009黄埔分离式中桥2孔1T梁C5015*15*152012/3/182
21、82012/4/151353.5/1251.1/1432.41245.7/1342.7/1315.759.8/57.8HPFLSZQ28DTKYXB0009黄埔分离式中桥葛岭台基础C2515*15*152012/5/11282012/6/8601.33/650.26/695.72631.05/672.18/705.3428.8/29.7HPFLSZQ28DTKYXB010黄埔分离式中桥葛岭台台身C2515*15*152012/5/21282012/6/18682.78/656.99/715.39667.25/626.46/674.5430.4/29.2HPFLSZQ28DTKYXB011黄埔分
22、离式中桥葛岭台台身第二次C2515*15*152012/5/24282012/6/21725.87/666.72/694.03708.09/635.46/658.9730.9/29.7HPFLSZQ28DTKYXB012黄埔分离式中桥1#墩1-1、1-2桩基C2515*15*152012/5/31282012/6/28719.49/651.50/663.53655.58/689.30/623.8630.1/29.2HPFLSZQ28DTKYXB013黄埔分离式中桥2#墩2-1、2-2桩基C2515*15*152012/6/1282012/6/29689.07/655.76/635.68677.
23、80/639.60/718.6429.3/30.2HPFLSZQ28DTKYXB014黄埔分离式中桥葛岭台帽垫石挡块C3015*15*152012/6/2282012/6/30825.46/771.25/747.48834.93/766.07/788.7434.7/35.4HPFLSZQ28DTKYXB015黄埔分离式中桥葛岭台背墙C3015*15*152012/6/4282012/7/2795.93/817.13/777.66756.34/787.87/805.4635.4/34.8HPFLSZQ28DTKYXB016黄埔分离式中桥上山台基础C2515*15*152012/6/9282012
24、/7/7729.61/689.28/661.40675.32/694.69/648.4530.8/29.9HPFLSZQ28DTKYXB017黄埔分离式中桥上山台台身第一次C2515*15*152012/6/16282012/7/14673.35/653.70/713.95719.54/685.39/727.7830.2/31.6HPFLSZQ28DTKYXB018黄埔分离式中桥上山台台身第二次C2515*15*152012/6/20282012/7/18661.94/625.49/695.84686.20/670.07/727.1129.4/30.9HPFLSZQ28DTKYXB019黄埔分
25、离式中桥1#墩层台C2515*15*152012/6/21282012/7/19656.66/677.11/624.07719.94/635.04/687.1029.0/30.2HPFLSZQ28DTKYXB020黄埔分离式中桥2#墩承台C2515*15*152012/6/29282012/7/27681.57/654.52/705.18668.73/697.91/614.8430.2/29.4HPFLSZQ28DTKYXB021黄埔分离式中桥1#墩墩身C3015*15*152012/6/29282012/7/27855.55/813.33/770.88796.11/825.03/740.00
26、36.0/35.0HPFLSZQ28DTKYXB022黄埔分离式中桥上山台台帽支座垫石挡块C3015*15*152012/7/1282012/7/29820.08/836.72/763.70/781.71/818.05/799.8435.8/35.5HPFLSZQ28DTKYXB023黄埔分离式中桥2#墩墩身C3015*15*152012/7/2282012/7/30823.5/777.31/791.21792.67/817.98/751.3635.4/35.0HPFLSZQ28DTKYXB024黄埔分离式中桥上山台背墙C3015*15*152012/7/3282012/7/31811.55/
27、829.00/776.72798.17/820.89/774.9535.8/35.0HPFLSZQ28DTKYXB025黄埔分离式中桥1#墩盖梁支座垫石挡块 C3015*15*152012/7/8282012/8/5838.68/793.95/753.86815.76/794.71/743.1835.4/34.9HPFLSZQ28DTKYXB026黄埔分离式中桥2#墩盖梁支座垫石挡块 C3015*15*152012/7/14282012/8/11797.3/812.90/756.83845.21/792.27/772.4635.0/35.7福福建建省省福福永永高高速速公公路路A5A5合合同同段
28、段工工地地试试验验室室水 泥 砼 抗 压 强 度 试 验 台 帐工程名称：福建省福永高速公路A5合同段工地试验室 施工标段：YK19+364K25+901.641第 页施工单位中铁十七局集团有限公司监理单位福州路港交通工程检测福永高速公路JC2中心试验室报告编号构 件 名 称设计强度(MPa)试件尺寸(cm)制件日期龄期(d)抗压日期极限荷载（kN）组强度代表值(MPa)折合强度（MPa）备注123JLFLSZQ28DTKYXB001九老分离式中桥0号台基础C2515*15*152011/10/27282011/11/24715.64/701.77/722.64666.94/660.78/66
29、9.2431.7/29.7JLFLSZQ28DTKYXB002九老分离式中桥1号台基础C2515*15*152011/11/6282011/12/4714.75/705.00/720.32672.38/719.42/647.9631.7/30.2JLFLSZQ28DTKYXB003九老分离式中桥1号墩墩身C2515*15*152011/12/2282011/12/30676.40/727.48/686.96654.81/690.20/668.34690.81/661.61/722.6631.0/29.8/30.7JLFLSZQ28DTKYXB004九老分离式中桥1号墩台身C2515*15*15
30、2012/2/17282012/3/16728.54/733.44/737.72695.70/665.49/674.4532.6/30.2JLFLSZQ28DTKYXB005九老分离式中桥1号墩台帽、支座垫石、挡块C3015*15*152012/2/22282012/3/21879.80/890.25/884.81809.25/818.54/801.3339.3/36.0JLFLSZQ28DTKYXB006九老分离式中桥0号台台身C2515*15*152012/2/26282012/3/25718.74/663.88/720.55670.59/664.04/674.3431.2/29.8JLF
31、LSZQ28DTKYXB007九老分离式中桥0号墩台帽C3015*15*152012/3/2282012/3/30834.07/806.57/873.42863.40/885.40/820.0937.2/38.0JLFLSZQ28DTKYXB008九老分离式中桥0#墩斜腿C5015*15*152012/3/24282012/4/211204.2/1347.6/1397.91427.3/1214.6/1349.058.5/59.1JLFLSZQ28DTKYXB009九老分离式中桥1#墩斜腿C5015*15*152012/3/30282012/4/271245.7/1331.4/1395.3132
32、0.2/1241.3/1367.8458.9/58.2JLFLSZQ28DTKYXB010九老分离式中桥箱梁底板C5015*15*152012/5/30282012/6/271326.2/1317.4/1289.71363.3/1316.1/1332.158.3/59.4JLFLSZQ28DTKYXB011九老分离式中桥箱梁腹板及顶板C5015*15*152012/6/13282012/7/111361.8/1347.9/1308.91282.6/1326.3/1335.659.5/58.4JLFLSZQ28DTKYXB012九老分离式中桥1#台背墙C3015*15*152012/7/8282
33、012/8/5757.10/827.00/791.01807.79/833.71/772.8135.2/35.8JLFLSZQ28DTKYXB013九老分离式中桥0#台背墙C3015*15*152012/7/10282012/8/7808.47/826.50/756.74867.04/818.99/795.9535.4/36.8JLFLSZQ28DTKYXB014九老分离式中桥防撞护栏C3015*15*152012/7/12282012/8/9769.68/787.73/832.06812.34/844.79/783.6435.4/36.1JLFLSZQ28DTKYXB015九老分离式中桥桥面
34、铺装C4015*15*152012/7/16282012/8/131028.4/1105.8/1094.71066.2/1019.2/1106.147.8/47.3福福建建省省福福永永高高速速公公路路A5A5合合同同段段工工地地试试验验室室水 泥 砼 抗 压 强 度 试 验 台 帐工程名称：福建省福永高速公路A5合同段工地试验室 施工标段：YK19+364K25+901.641施工单位中铁十七局集团有限公司监理单位福州路港交通工程检测福永高速公路JC2中心试验室报告编号构 件 名 称设计强度(MPa)试件尺寸(cm)制件日期龄期(d)抗压日期极限荷载（kN）组强度代表值(MPa)折合强度（MP
35、a）备注123GLQ28DTKYXB001葛岭大桥右幅4#-1桩基C2515*15*152010/11/15282010/12/13649.16/693.55/706.81672.39/705.03/719.6530.4/31.1GLQ28DTKYXB002葛岭大桥左幅4#-1桩基C2515*15*152010/11/22282010/12/20700.40/668.33/716.60678.34/669.66/650.4930.9/29.6GLQ28DTKYXB003葛岭大桥右幅4#-2桩基C2515*15*152010/11/23282010/12/21680.89/649.74/666.
36、35668.48/711.32/698.1329.6/30.8GLQ28DTKYXB004葛岭大桥左幅4#-2桩基C2515*15*152010/11/24282010/12/22668.10/719.76/653.64701.75/714.23/669.3030.3/30.9GLQ28DTKYXB005葛岭大桥右幅3#-1桩基C2515*15*152010/12/3282010/12/31721.70/666.83/681.18644.03/719.60/662.1330.7/30.0GLQ28DTKYXB006葛岭大桥右幅3#-2桩基C2515*15*152010/12/3282010/1
37、2/31715.21/689.06/700.15690.36/666.56/654.9231.2/29.8GLQ28DTKYXB007葛岭大桥左幅3#-1桩基C2515*15*152010/12/6282011/1/3669.38/647.79/682.58669.38/647.79/682.5829.6/30.7GLQ28DTKYXB008葛岭大桥右幅2#-1桩基C2515*15*152010/12/18282011/1/15680.59/724.82/649.82714.79/660.38/707.9030.4/30.9GLQ28DTKYXB009葛岭大桥左幅3#-2桩基C2515*15*
38、152010/12/19282011/1/16693.94/681.93/733.55731.89/707.71/748.38731.2/32.4GLQ28DTKYXB010葛岭大桥右幅2#-2桩基C2515*15*152010/12/24282011/1/21692.63/715.46/673.13680.74/668.22/720.3430.8/30.7GLQ28DTKYXB011葛岭大桥左幅5#-1桩基C2515*15*152010/12/29282011/1/26655.36/717.83/696.29645.30/710.35/674.8530.6/30.1GLQ28DTKYXB01
39、2葛岭大桥左幅7#-1桩基C2515*15*152010/12/30282011/1/27703.95/694.26/665.81662.26/706.82/683.8830.6/30.4GLQ28DTKYXB013葛岭大桥左幅2#-1桩基C2515*15*152010/12/31282011/1/28706.17/649.68/723.28675.03/721.31/698.1330.8/31.0GLQ28DTKYXB014葛岭大桥左幅2#-2桩基C2515*15*152011/1/1282011/1/29654.52/724.00/690.59660.91/673.63/681.6730.
40、7/29.9GLQ28DTKYXB015葛岭大桥左幅7#-2桩基C2515*15*152011/1/1282011/1/29673.89/720.58/704.19706.82/682.99/676.7531.1/30.6GLQ28DTKYXB016葛岭大桥左幅5#-2桩基C2515*15*152011/1/2282011/1/30719.69/663.26/687.90719.60/703.38/691.7230.7/31.3GLQ28DTKYXB017葛岭大桥右幅5#-1桩基C2515*15*152011/1/5282011/2/2693.64/655.78/685.44685.94/64
41、3.30/653.5630.1/29.4GLQ28DTKYXB018葛岭大桥右幅5#-2桩基C2515*15*152011/1/5282011/2/2685.10/715.62/695.30658.07/722.29/684.6531.0/30.6GLQ28DTKYXB019葛岭大桥左幅11#-1桩基C2515*15*152011/1/10282011/2/7694.03/678.83/681.19650.66/693.86/660.7930.4/29.7GLQ28DTKYXB020葛岭大桥左幅11#-2桩基C2515*15*152011/1/10282011/2/7643.10/677.57
42、/649.59680.73/704.19/667.1829.2/30.4GLQ28DTKYXB021葛岭大桥右幅0#-3桩基C2515*15*152011/1/17282011/2/14690.99/678.73/708.15677.17/699.75/716.2730.8/31.0GLQ28DTKYXB022葛岭大桥右幅0#-1桩基C2515*15*152011/1/18282011/2/15668.79/711.53/692.63657.83/692.72/667.9430.7/29.9GLQ28DTKYXB023葛岭大桥右幅1#-1桩基C2515*15*152011/1/18282011
43、/2/15726.69/705.34/686.33700.22/717.46/667.53716.65/672.61/676.2231.4/30.9/30.6GLQ28DTKYXB024葛岭大桥右幅1#-2桩基C2515*15*152011/1/20282011/2/17657.33/700.93/670.33672.12/689.05/654.85680.37/711.73/698.2130.1/29.9/30.9GLQ28DTKYXB025葛岭大桥右幅6#-1桩基C2515*15*152011/1/20282011/2/17693.15/671.95/718.50676.73/661.28
44、/715.3430.9/30.4GLQ28DTKYXB026葛岭大桥左幅6#-1桩基C2515*15*152011/1/22282011/2/19686.95/673.35/707.35694.84/710.92/705.8030.6/31.3GLQ28DTKYXB027葛岭大桥右幅0#-2桩基C2515*15*152011/1/23282011/2/20668.25/687.20/659.28723.26/672.69/692.4729.8/30.9GLQ28DTKYXB028葛岭大桥右幅0#-4桩基C2515*15*152011/1/23282011/2/20709.85/677.70/6
45、93.54711.53/697.76/687.7830.8/31.1GLQ28DTKYXB029葛岭大桥右幅8#-2桩基C2515*15*152011/2/14282011/3/14680.87/726.78/704.56689.31/677.58/714.7631.3/30.8GLQ28DTKYXB030葛岭大桥右幅10#-1桩基C2515*15*152011/2/15282011/3/15695.08/720.89/665.35705.88/695.10/646.8730.8/30.3GLQ28DTKYXB031葛岭大桥右幅13#-1桩基C3015*15*152011/2/17282011
46、/3/17854.86/861.16/835.37838.36/882.99/892.5537.8/38.7GLQ28DTKYXB032葛岭大桥右幅13#-2桩基C3015*15*152011/2/18282011/3/18885.01/864.76/839.51856.99/888.02/877.5238.3/38.9GLQ28DTKYXB033葛岭大桥左幅13#-1桩基C3015*15*152011/2/19282011/3/19852.52/878.01/823.55877.91/858.32/869.3237.8/38.6GLQ28DTKYXB034葛岭大桥左幅13#-2桩基C3015
47、*15*152011/2/20282011/3/20833.50/883.50/858.14819.22/845.50/852.9238.1/37.3GLQ28DTKYXB035葛岭大桥右幅12#-1桩基C2515*15*152011/2/22282011/3/22676.34/648.44/650.29666.67/705.63/680.5829.3/30.4GLQ28DTKYXB036葛岭大桥右幅12#-2桩基C2515*15*152011/2/22282011/3/22705.12/716.94/656.27648.79/705.71/669.0930.8/30.5GLQ28DTKYXB
48、037葛岭大桥左幅12#-1桩基C2515*15*152011/2/22282011/3/22656.86/710.57/705.96723.14/713.31/661.0930.7/31.1GLQ28DTKYXB038葛岭大桥左幅12#-2桩基C2515*15*152011/2/22282011/3/22686.97/706.11/716.69723.94/658.43/673.7531.3/30.5GLQ28DTKYXB039葛岭大桥右幅11#-2桩基C2515*15*152011/2/23282011/3/23715.39/664.77/721.47666.74/697.73/652.7
49、031.1/29.9GLQ28DTKYXB040葛岭大桥右幅6#-2桩基C2515*15*152011/2/23282011/3/23690.89/709.61/698.89716.63/655.86/671.0531.1/30.3GLQ28DTKYXB041葛岭大桥左幅0#-1桩基C2515*15*152011/2/24282011/3/24676.97/654.20/663.72707.20/678.54/673.2529.6/30.5GLQ28DTKYXB042葛岭大桥左幅1#-1桩基C2515*15*152011/2/24282011/3/24688.03/713.80/694.916
50、58.13/706.36/678.5930.8/30.3GLQ28DTKYXB043葛岭大桥左幅0#-3桩基C2515*15*152011/2/25282011/3/25717.73/704.32/680.03689.83/668.73/724.1031.1/30.9GLQ28DTKYXB044葛岭大桥左幅6#-2桩基C2515*15*152011/2/25282011/3/25621.12/668.80/695.56724.38/685.06/695.3429.4/31.2GLQ28DTKYXB045葛岭大桥右幅8#-1桩基C2515*15*152011/2/26282011/3/26674