東營(yíng)黃河大橋路面技術(shù)狀況評(píng)定

1、G18榮烏高速東營(yíng)黃河大橋段 第 頁(yè) 共30頁(yè)第 PAGE 22 頁(yè) 共 = NUMPAGES 40-4 36 頁(yè) 4檢測(cè)結(jié)果評(píng)價(jià)4.1路面損壞評(píng)價(jià)路面損壞狀況采用路面損壞狀況指數(shù)（PCI）進(jìn)行評(píng)價(jià)，由瀝青路面損壞率（DR）計(jì)算得出。G18榮烏高速公路東營(yíng)黃河大橋段面狀況指數(shù)（PCI）統(tǒng)計(jì)情況見表4.1所列，評(píng)價(jià)等級(jí)劃分情況如圖4.1所示。路面損壞狀況指數(shù)統(tǒng)計(jì)表 表4.1PCI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行行車道12.21392.41.00

2、07.6000000上行超車道13.213100.000.0000000下行行車道10.21377.33.00022.7000000下行超車道10.21377.33.00022.7000000全線45.85286.87.00013.2000000圖4.1路面損壞狀況指數(shù)評(píng)價(jià)等級(jí)圖4.2路面平整度評(píng)價(jià)路面平整度用路面行駛質(zhì)量指數(shù)（RQI）評(píng)價(jià)，RQI通過國(guó)際平整度指數(shù)IRI計(jì)算得出，路面行駛質(zhì)量指數(shù)（RQI）統(tǒng)計(jì)情況見表4.2所列，評(píng)價(jià)等級(jí)劃分情況如圖4.2所示。路面行駛質(zhì)量指數(shù)統(tǒng)計(jì)表 表4.2RQI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%）長(zhǎng)度（km

3、）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行行車道13.21310000000000上行超車道13.21310000000000下行行車道13.21310000000000下行超車道13.21310000000000全線52.85210000000000 圖4.2路面行駛質(zhì)量指數(shù)評(píng)價(jià)等級(jí)圖4.3路面車轍深度指數(shù)評(píng)價(jià)路面車轍用車轍深度指數(shù)（RDI）評(píng)價(jià)，車轍深度指數(shù)（RDI）統(tǒng)計(jì)情況見表4.3所列，評(píng)價(jià)等級(jí)劃分情況如圖4.3所示。路面車轍深度指數(shù)統(tǒng)計(jì)表 表4.3RDI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%

4、）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行行車道0011.98390.71.2139.20000上行超車道12.98398.30.231.7000000下行行車道007.98360.4537.80.231.700下行超車道12.98398.30.231.7000000全線25.96649.120.42638.66.21311.80.230.400.0 圖4.3路面車轍深度指數(shù)評(píng)價(jià)等級(jí)圖4.4路面抗滑性能評(píng)價(jià)路面抗滑性能用路面抗滑性能指數(shù)（SRI）評(píng)價(jià)。路面抗滑性能指數(shù)（SRI）統(tǒng)計(jì)情況見表4.4所列，評(píng)價(jià)等級(jí)劃分情況如圖4.4所示。路

5、面抗滑性能指數(shù)統(tǒng)計(jì)表 表4.4SRI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行行車道4.21331.98.00060.51.0007.60000上行超車道5.21339.57.00053.01.0007.60000下行行車道9.21369.74.00030.30.00000000下行超車道12.21392.41.0007.60.00000000全線30.85258.420.00037.82.0003.80000 圖4.4路面抗滑性能指數(shù)評(píng)價(jià)等級(jí)圖4.5

6、路面使用性能指數(shù)評(píng)價(jià)綜合考慮了路面損壞、平整度、車轍、抗滑性能計(jì)算得出路面使用性能指數(shù)（PQI），各路段路面使用性能指數(shù)（PQI）統(tǒng)計(jì)情況見表4.5所列，評(píng)價(jià)等級(jí)劃分情況如圖4.5所示。路面使用性能指數(shù)統(tǒng)計(jì)表 表4.5PQI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行行車道12.21392.41.0007.6000000上行超車道13.213100.000000000下行行車道10.21377.33.00022.7000000下行超車道13.213100

7、.000000000全線48.85292.44.0007.6000000 圖4.5路面使用性能指數(shù)評(píng)價(jià)等級(jí)圖4.6路面結(jié)構(gòu)強(qiáng)度檢測(cè)路面結(jié)構(gòu)強(qiáng)度用路面結(jié)構(gòu)強(qiáng)度指數(shù)（PSSI）評(píng)價(jià)，本次檢測(cè)上下行各抽取了9.31公里進(jìn)行了路面強(qiáng)度檢測(cè)，路面結(jié)構(gòu)強(qiáng)度指數(shù)（PSSI）統(tǒng)計(jì)情況見表4.5所列，評(píng)價(jià)等級(jí)劃分情況如圖4.5所示。路面結(jié)構(gòu)強(qiáng)度指數(shù)統(tǒng)計(jì)表 表4.5PSSI，%優(yōu)；90良；80,90中；70,80次；60,70差；60長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）長(zhǎng)度（km）百分率（%）上行9.31010000000000下行9.310100000

8、00000全線18.6210000000000 圖4.6路面結(jié)構(gòu)強(qiáng)度指數(shù)評(píng)價(jià)等級(jí)圖5路面檢測(cè)結(jié)果及建議5.1檢測(cè)評(píng)定結(jié)果G18榮烏高速公路東營(yíng)黃河大橋段路面使用性能（PQI）上下行評(píng)定平均得分為92.55，路面車轍深度指數(shù)（RDI）單幅累計(jì)6.230公里評(píng)價(jià)為中,0.230公里評(píng)價(jià)為次；路面抗滑性能用路面抗滑性能指數(shù)（SRI）單幅累計(jì)2.000公里評(píng)價(jià)為；其余各指標(biāo)均評(píng)定為優(yōu)或良。各測(cè)試指標(biāo)實(shí)測(cè)結(jié)果明細(xì)列于表5.1-5.4中。公路技術(shù)狀況評(píng)定明細(xì)表（上行行車道） 表5.1路線名稱：榮烏高速公路評(píng)定日期：2014.10.29路面類型：瀝青路面技術(shù)等級(jí)：高速公路檢測(cè)方向：上行路段起點(diǎn)樁號(hào)評(píng)定長(zhǎng)度路

9、面使用性路面分項(xiàng)指標(biāo)（m）能指數(shù)PQIPCIRQIRDISRI496+01798391.693.193.484.490.5497+000100090.490.792.184.391.2498+000100092.194.394.283.389.7499+000100091.494.093.582.586.9500+000100091.090.794.487.483.3501+000100091.791.494.189.286.3502+000100092.895.994.087.385.5503+000100093.798.994.687.082.1504+000100093.997.895.

10、186.886.3505+000100090.793.193.985.876.5506+000100090.692.993.080.987.5507+000100088.989.792.077.491.3508+000100092.094.094.081.792.6509+00023090.593.792.875.592.5匯總1321391.593.693.683.887.3公路技術(shù)狀況評(píng)定明細(xì)表（下行行車道） 表5.2路線名稱：長(zhǎng)榮烏高速公路評(píng)定日期：2014.10.29路面類型：瀝青路面技術(shù)等級(jí)：高速公路檢測(cè)方向：下行路段起點(diǎn)樁號(hào)評(píng)定長(zhǎng)度路面使用性路面分項(xiàng)指標(biāo)（m）能指數(shù)PQIPCIRQ

11、IRDISRI496+01798392.996.293.982.692.7497+000100091.493.793.180.193.0498+000100091.093.093.779.890.1499+000100092.596.893.482.987.8500+000100092.494.495.381.091.1501+000100091.893.993.782.790.2502+000100089.789.393.280.890.5503+000100092.098.994.371.289.9504+000100093.697.695.582.289.4505+000100091.1

12、92.893.979.890.4506+000100088.786.894.577.490.0507+000100088.387.791.480.190.5508+000100090.891.894.076.596.0509+00023091.195.897.062.793.2匯總1321391.293.594.178.591.1公路技術(shù)狀況評(píng)定明細(xì)表（上行超車道） 表5.3路線名稱：榮烏高速公路評(píng)定日期：2014.10.29路面類型：瀝青路面技術(shù)等級(jí)：高速公路檢測(cè)方向：上行路段起點(diǎn)樁號(hào)評(píng)定長(zhǎng)度路面使用性路面分項(xiàng)指標(biāo)（m）能指數(shù)PQIPCIRQIRDISRI496+01798393.393.5

13、93.892.592.1497+000100092.491.292.694.592.6498+000100094.194.694.793.091.3499+000100093.894.494.494.488.7500+000100092.791.394.795.385.3501+000100093.292.094.496.188.1502+000100094.696.194.396.787.4503+000100095.498.994.397.884.2504+000100095.497.994.796.288.2505+000100092.693.694.096.278.6506+00010

14、0093.693.394.295.389.3507+000100091.690.392.391.992.8508+000100094.394.494.194.893.9509+00023092.694.192.190.093.8匯總1321393.594.093.994.689.0公路技術(shù)狀況評(píng)定明細(xì)表（下行超車道） 表5.4路線名稱：長(zhǎng)榮烏高速公路評(píng)定日期：2014.10.29路面類型：瀝青路面技術(shù)等級(jí)：高速公路檢測(cè)方向：下行路段起點(diǎn)樁號(hào)評(píng)定長(zhǎng)度路面使用性路面分項(xiàng)指標(biāo)（m）能指數(shù)PQIPCIRQIRDISRI496+01798395.296.494.295.794.0497+00010009

15、4.394.193.796.594.3498+000100093.993.594.694.991.7499+000100094.797.093.595.989.5500+000100094.994.895.594.992.5501+000100094.494.394.396.991.7502+000100092.490.093.395.892.0503+000100095.398.994.192.591.5504+000100095.897.895.196.091.0505+000100093.893.394.095.991.9506+000100091.787.594.194.991.650

16、7+000100090.788.492.391.092.1508+000100093.492.393.892.496.8509+00023095.497.697.086.494.4匯總1321394.094.094.394.392.55.2總體評(píng)價(jià)G18榮烏高速公路東營(yíng)黃河大橋段路面使用性能（PQI）上下行評(píng)定平均得分為92.55，路面車轍深度指數(shù)（RDI）單幅累計(jì)6.230公里評(píng)價(jià)為中,0.230公里評(píng)價(jià)為次；路面抗滑性能用路面抗滑性能指數(shù)（SRI）單幅累計(jì)2.000公里評(píng)價(jià)為；其余各指標(biāo)均評(píng)定為優(yōu)或良。G18榮烏高速公路東營(yíng)黃河大橋段路面損壞以裂縫類為主，有橫向裂縫和縱向裂縫，裂縫類病害大

17、部分已經(jīng)封閉處理。附件 ：1、路面平整度檢測(cè)結(jié)果明細(xì)表2、路面抗滑性能（摩擦系數(shù)）檢測(cè)結(jié)果明細(xì)表3、路面車轍深度檢測(cè)結(jié)果明細(xì)表4、路面破損率統(tǒng)計(jì)表5、路面結(jié)構(gòu)強(qiáng)度（彎沉）檢測(cè)結(jié)果明細(xì)表附件1 ：路面平整度檢測(cè)結(jié)果明細(xì)表G18榮烏高速公路東營(yíng)黃河大橋段路面平整度檢測(cè)結(jié)果路段編碼起點(diǎn)樁號(hào)平整度百米測(cè)試值IRI（m/km)測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)點(diǎn)09測(cè)點(diǎn)10G180101A496+0001.181.391.020.790.652.222.3052.2952.5491.031G180102A497+0000.771.341.171.051.403.084.7

18、32.941.050.75G180103A498+0000.951.111.190.800.910.901.831.851.881.86G180104A499+0000.932.871.150.881.561.331.661.491.631.63G180105A500+0001.981.181.801.371.071.321.180.990.890.94G180106A501+0000.911.261.410.801.051.512.312.280.901.15G180107A502+0001.081.892.340.930.950.890.862.241.281.40G180108A503+

19、0001.711.650.881.101.090.970.920.890.842.12G180109A504+0000.971.321.401.751.060.850.680.860.681.09G180110A505+0000.950.951.101.021.091.921.561.942.381.30G180111A506+0002.860.981.091.061.532.221.411.411.722.03G180112A507+0002.632.042.551.092.162.022.001.211.791.02G180113A508+0001.771.201.131.192.141.

20、251.191.591.011.32G180114A509+0002.450.92-G180101B496+0000.610.691.952.061.091.021.851.231.402.27G180102B497+0001.121.261.641.602.081.611.491.282.341.71G180103B498+0001.841.651.141.811.071.341.121.921.341.26G180104B499+0001.851.791.571.811.191.561.631.810.961.09G180105B500+0000.911.831.151.190.800.6

21、70.870.960.820.79G180106B501+0000.922.141.341.731.721.551.371.311.051.51G180107B502+0001.301.261.881.081.203.362.181.271.580.74G180108B503+0000.790.891.691.281.531.192.641.200.900.83G180109B504+0001.360.860.830.671.150.780.750.860.970.94G180110B505+0002.360.952.151.241.231.621.471.071.460.58G180111B

22、506+0000.731.111.001.812.111.260.761.130.911.72G180112B507+0000.931.351.481.941.381.875.033.131.421.29G180113B508+0000.971.241.560.932.111.741.552.041.050.73G180114B509+0000.781.66-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為行車道。路段編碼起點(diǎn)樁號(hào)平整度百米測(cè)試值IRI（m/km)測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)點(diǎn)09測(cè)點(diǎn)10G180101A496+0001.121.

23、401.240.780.761.761.8222.2632.2211.031G180102A497+0000.911.361.340.941.042.734.152.591.290.87G180103A498+0000.971.011.100.790.870.751.261.571.641.83G180104A499+0000.842.680.710.651.541.061.281.341.421.24G180105A500+0001.720.881.731.371.040.851.071.130.721.13G180106A501+0001.010.901.180.850.861.192.1

24、72.370.891.20G180107A502+0001.271.301.450.881.040.940.932.261.531.46G180108A503+0001.691.581.251.251.051.010.910.940.982.34G180109A504+0000.901.561.741.530.951.120.791.101.051.08G180110A505+0000.841.001.130.981.032.021.741.452.151.47G180111A506+0002.321.341.351.050.991.700.981.101.051.25G180112A507+

25、0001.721.721.520.992.112.332.861.911.641.09G180113A508+0001.531.091.031.122.191.351.061.651.131.24G180114A509+0002.581.11-G180101B496+0000.680.821.701.640.820.801.951.311.252.22G180102B497+0001.011.251.690.871.491.372.131.062.011.76G180103B498+0001.931.190.841.550.710.961.261.351.271.09G180104B499+0

26、001.422.561.401.651.121.691.591.731.010.87G180105B500+0000.850.961.120.980.790.910.881.020.750.79G180106B501+0000.881.400.991.561.571.341.261.061.241.77G180107B502+0001.481.241.911.091.113.371.851.111.710.80G180108B503+0000.771.072.131.241.541.032.901.190.940.78G180109B504+0001.540.850.770.921.221.1

27、70.701.001.221.10G180110B505+0002.490.901.861.371.071.371.330.981.700.76G180111B506+0000.741.211.131.792.061.450.861.260.962.04G180112B507+0000.841.321.461.281.121.544.322.772.111.18G180113B508+0001.041.351.450.791.981.851.322.261.390.88G180114B509+0000.911.65-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為超車道。附件2 ：路

28、面抗滑性能（摩擦系數(shù)）檢測(cè)結(jié)果明細(xì)表G18榮烏高速公路東營(yíng)黃河大橋段路面摩擦系數(shù)檢測(cè)結(jié)果路段編碼起點(diǎn)樁號(hào)摩擦系數(shù)SFC百米測(cè)試值測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)點(diǎn)09測(cè)點(diǎn)10G180101A496+00047.549.249.048.049.049.247.450.048.849.8G180102A497+00046.851.848.451.051.248.048.648.251.050.6G180103A498+00052.048.846.251.048.445.249.846.246.843.6G180104A499+00043.846.645.644.8

29、46.445.843.843.845.444.6G180105A500+00042.241.840.641.439.639.646.044.242.242.6G180106A501+00044.244.848.049.247.636.238.644.446.046.0G180107A502+00045.446.646.441.439.439.846.645.442.045.4G180108A503+00043.040.641.241.641.642.044.244.235.038.2G180109A504+00035.642.846.047.246.647.245.645.042.646.8G

30、180110A505+00049.041.836.031.833.437.033.238.637.235.4G180111A506+00031.047.254.449.652.050.046.843.043.039.2G180112A507+00035.049.651.852.253.451.251.450.651.850.4G180113A508+00051.251.851.451.453.652.251.251.450.450.8G180114A509+00050.650.253.0-G180101B496+00050.852.053.251.652.852.050.852.849.851

31、.0G180102B497+00050.253.451.452.051.050.474.453.043.442.0G180103B498+00046.848.249.046.650.051.247.646.647.050.4G180104B499+00049.249.646.049.846.041.042.244.045.645.4G180105B500+00048.650.044.251.450.251.249.849.050.249.6G180106B501+00052.451.451.852.850.450.849.434.841.049.0G180107B502+00047.848.6

32、48.649.052.249.045.246.851.049.4G180108B503+00047.448.447.651.254.645.445.448.245.447.4G180109B504+00046.633.445.053.250.048.852.248.849.247.4G180110B505+00047.247.447.447.643.443.254.454.455.046.2G180111B506+00035.235.834.053.652.652.652.454.855.854.6G180112B507+00055.651.253.450.448.654.454.837.63

33、4.447.4G180113B508+00055.056.057.253.053.856.457.059.261.270.0G180114B509+00050.851.455.0-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為行車道。路段編碼起點(diǎn)樁號(hào)摩擦系數(shù)SFC百米測(cè)試值測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)點(diǎn)09測(cè)點(diǎn)10G180101A496+00049.451.250.949.950.951.249.352.050.751.8G180102A497+00048.653.950.353.053.349.950.550.153.052.6G180103

34、A498+00054.150.748.053.050.347.051.848.048.645.3G180104A499+00045.548.447.446.548.247.645.545.547.246.3G180105A500+00043.843.442.143.041.141.147.845.943.844.2G180106A501+00045.946.549.951.249.537.540.046.147.847.8G180107A502+00047.248.448.243.040.941.348.447.243.647.2G180108A503+00044.642.142.843.24

35、3.243.645.945.936.339.6G180109A504+00036.944.447.849.148.449.147.446.744.248.6G180110A505+00050.943.437.332.934.638.434.440.038.636.7G180111A506+00032.149.156.651.654.152.048.644.644.740.7G180112A507+00036.351.653.954.355.653.353.552.653.952.4G180113A508+00053.353.953.553.555.854.353.353.552.452.8G1

36、80114A509+00052.652.255.1-G180101B496+00052.854.155.453.754.954.152.854.951.853.0G180102B497+00052.255.653.554.153.052.477.755.245.143.6G180103B498+00048.650.150.948.452.053.349.548.448.852.4G180104B499+00051.251.647.851.847.842.643.845.747.447.2G180105B500+00050.552.045.953.552.253.351.850.952.251.

37、6G180106B501+00054.553.553.954.952.452.851.436.142.650.9G180107B502+00049.750.550.550.954.350.947.048.653.051.4G180108B503+00049.350.349.553.356.847.247.250.147.249.3G180109B504+00048.434.646.855.452.050.754.350.751.249.3G180110B505+00049.149.349.349.545.144.956.656.657.248.0G180111B506+00036.537.13

38、5.255.854.754.754.557.058.156.8G180112B507+00057.953.355.652.450.556.657.039.035.649.3G180113B508+00057.258.359.655.156.058.759.461.763.873.0G180114B509+00052.853.557.2-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為超車道。附件3 ：路面車轍深度檢測(cè)結(jié)果明細(xì)表G18榮烏高速公路東營(yíng)黃河大橋段路面車轍深度檢測(cè)結(jié)果路段編碼起點(diǎn)樁號(hào)車轍深度百米測(cè)試值（mm)測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)

39、點(diǎn)09測(cè)點(diǎn)10G180101A496+0004.69.18.78.510.19.07.26.47.27.1G180102A497+0007.16.06.67.16.27.77.99.311.68.9G180103A498+00011.67.411.46.77.16.28.29.56.29.0G180104A499+0008.87.711.18.48.59.67.27.26.712.2G180105A500+0005.96.25.66.35.67.57.05.76.66.4G180106A501+0005.34.95.25.25.65.26.45.34.56.3G180107A502+0006.

40、15.66.24.95.27.49.27.65.95.3G180108A503+0007.25.44.64.84.97.27.75.69.77.7G180109A504+0006.68.97.39.36.25.35.87.05.04.8G180110A505+0004.74.64.75.06.47.09.410.48.310.3G180111A506+0006.75.35.76.913.77.19.010.819.710.8G180112A507+00011.811.310.810.28.911.413.710.412.811.9G180113A508+0009.310.27.310.67.7

41、12.16.68.88.410.3G180114A509+00015.414.76.6-G180101B496+00011.58.79.68.68.29.27.86.57.98.8G180102B497+0009.28.89.59.512.110.09.59.910.510.5G180103B498+0009.99.511.011.39.49.410.310.78.910.7G180104B499+0009.89.69.39.07.57.37.77.28.69.7G180105B500+0008.97.47.39.110.410.611.412.09.09.0G180106B501+0008.

42、59.27.37.47.77.88.312.58.49.6G180107B502+0009.38.49.110.89.49.99.710.79.19.6G180108B503+00012.513.312.321.213.515.714.418.712.99.4G180109B504+0008.99.59.98.68.08.78.58.59.29.3G180110B505+00010.67.69.79.610.610.711.510.411.39.1G180111B506+00012.012.312.112.811.212.110.310.79.89.8G180112B507+00011.09.

43、110.99.69.810.812.19.47.59.2G180113B508+00013.614.19.811.09.28.115.510.612.113.7G180114B509+00019.613.223.1-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為行車道。路段編碼起點(diǎn)樁號(hào)車轍深度百米測(cè)試值（mm)測(cè)點(diǎn)01測(cè)點(diǎn)02測(cè)點(diǎn)03測(cè)點(diǎn)04測(cè)點(diǎn)05測(cè)點(diǎn)06測(cè)點(diǎn)07測(cè)點(diǎn)08測(cè)點(diǎn)09測(cè)點(diǎn)10G180101A496+0002.75.05.74.14.53.01.92.23.94.2G180102A497+0001.62.51.41.91.92.72.53.06.04.0G180103A

44、498+0002.33.35.04.14.04.23.12.43.82.9G180104A499+0006.24.72.62.72.72.61.61.61.51.9G180105A500+0002.23.42.21.82.62.33.52.50.82.4G180106A501+0003.62.31.92.11.62.11.41.81.31.4G180107A502+0001.10.91.21.41.41.83.73.90.60.5G180108A503+0000.10.60.60.90.31.71.72.31.51.1G180109A504+0002.02.11.82.52.82.31.11.

45、31.31.9G180110A505+0001.81.31.61.52.41.22.23.02.11.7G180111A506+0000.62.02.01.21.41.85.43.52.92.8G180112A507+0007.65.82.21.91.72.65.46.83.42.7G180113A508+0003.32.62.03.22.91.62.02.81.93.9G180114A509+0004.37.63.1-G180101B496+0001.71.82.11.92.42.12.21.11.94.1G180102B497+0001.71.81.73.32.82.61.40.60.60

46、.9G180103B498+0000.81.82.93.32.82.12.42.63.03.8G180104B499+0004.02.01.92.31.21.11.01.42.72.6G180105B500+0002.02.41.12.92.43.43.82.13.02.3G180106B501+0000.70.91.82.02.01.81.61.31.71.8G180107B502+0001.71.82.11.92.01.83.52.02.12.4G180108B503+0003.84.86.11.73.62.33.07.92.91.4G180109B504+0001.42.51.91.51

47、.91.51.70.92.14.4G180110B505+0001.91.20.40.94.44.52.01.21.62.4G180111B506+0003.82.10.91.42.21.51.85.22.64.0G180112B507+0004.92.86.34.85.04.36.80.81.97.3G180113B508+0002.74.62.42.31.71.12.05.46.09.6G180114B509+0009.55.95.0-注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為超車道。附件4 ：路面破損率統(tǒng)計(jì)表G18榮烏高速公路東營(yíng)黃河大橋段路面破損率統(tǒng)計(jì)表路段編碼起點(diǎn)路面

48、破損率DR（%）樁號(hào)測(cè)段01測(cè)段02測(cè)段03測(cè)段04測(cè)段05測(cè)段06測(cè)段07測(cè)段08測(cè)段09測(cè)段10G180101A496+0170.0000.0270.2310.0920.0960.0350.0380.2230.2850.508G180102A497+0000.0000.1150.1000.1040.0380.2462.0190.4920.0270.023G180103A498+0000.0420.0310.1380.0000.1540.0850.1920.0000.1380.177G180104A499+0000.0500.3350.1310.2850.2770.0040.0000.000

49、0.0000.000G180105A500+0000.1190.0500.3080.2540.0690.6080.8350.0650.0460.746G180106A501+0000.2960.2920.2310.0810.7770.3850.1770.2310.0000.088G180107A502+0000.0000.0000.0000.0770.0000.1270.0000.2150.0120.000G180108A503+0000.0190.0000.0000.0000.0000.0000.0000.0000.0000.000G180109A504+0000.0000.0000.000

50、0.0000.0000.0000.0000.0350.0000.065G180110A505+0000.0920.0000.0000.0000.0000.0770.0000.2770.5150.531G180111A506+0000.0000.0000.0000.0000.0000.0000.4150.5230.2310.477G180112A507+0000.6000.4690.0770.2460.0920.0000.8770.5770.5080.577G180113A508+0000.4270.0920.2310.0000.0000.0230.0850.0000.0770.146G1801

51、14A509+0000.3690.0000.000G180101B496+0170.0000.0000.0920.0230.0460.0950.0220.0000.0000.074G180102B497+0000.1090.1350.0400.0350.0680.0600.4540.2000.1030.000G180103B498+0000.0200.0200.0820.0350.1860.4000.0400.0830.4980.182G180104B499+0000.0910.0800.0000.0150.0200.0230.0000.0000.0000.000G180105B500+000

52、0.0200.0400.1000.0630.0600.1800.1400.0400.2490.015G180106B501+0000.1110.0600.0800.3570.1110.1430.0720.0200.0000.166G180107B502+0000.1630.0550.1200.0620.0200.1830.0400.0603.6920.000G180108B503+0000.0000.0000.0000.0000.0000.0000.0190.0000.0000.000G180109B504+0000.0000.0000.0000.1150.0000.0000.0000.000

53、0.0000.000G180110B505+0000.0000.0000.0000.0000.0230.0150.2770.4380.5620.354G180111B506+0000.0000.0000.0001.1461.1620.8381.2231.5540.9690.508G180112B507+0000.8690.1081.2540.5311.3310.7000.7380.1230.0000.531G180113B508+0000.7000.4770.2350.2350.1230.2620.0270.0690.1350.023G180114B509+0000.0000.1380.000

54、注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為行車道。路段編碼起點(diǎn)路面破損率DR（%）樁號(hào)測(cè)段01測(cè)段02測(cè)段03測(cè)段04測(cè)段05測(cè)段06測(cè)段07測(cè)段08測(cè)段09測(cè)段10G180101A496+0170.0000.0230.1980.0790.0830.0300.0330.1920.2450.437G180102A497+0000.0000.0990.0860.0890.0330.2121.7370.4230.0230.020G180103A498+0000.0360.0260.1190.0000.1320.0730.1650.0000.1190.152G180104A499+00

55、00.0430.2880.1120.2450.2380.0030.0000.0000.0000.000G180105A500+0000.1030.0430.2650.2180.0600.5230.7180.0560.0400.642G180106A501+0000.2550.2510.1980.0690.6680.3310.1520.1980.0000.076G180107A502+0000.0000.0000.0000.0660.0000.1090.0000.1850.0100.000G180108A503+0000.0170.0000.0000.0000.0000.0000.0000.00

56、00.0000.000G180109A504+0000.0000.0000.0000.0000.0000.0000.0000.0300.0000.056G180110A505+0000.0790.0000.0000.0000.0000.0660.0000.2380.4430.456G180111A506+0000.0000.0000.0000.0000.0000.0000.3570.4500.1980.410G180112A507+0000.5160.4040.0660.2120.0790.0000.7540.4960.4370.496G180113A508+0000.3670.0790.19

57、80.0000.0000.0200.0730.0000.0660.126G180114A509+0000.3180.0000.000G180101B496+0170.0000.0000.0790.0200.0400.0820.0190.0000.0000.064G180102B497+0000.0940.1160.0340.0300.0580.0520.3900.1720.0890.000G180103B498+0000.0170.0170.0700.0300.1600.3440.0340.0710.4290.156G180104B499+0000.0780.0690.0000.0130.01

58、70.0200.0000.0000.0000.000G180105B500+0000.0170.0340.0860.0540.0520.1550.1200.0340.2140.013G180106B501+0000.0950.0520.0690.3070.0950.1230.0620.0170.0000.143G180107B502+0000.1400.0480.1030.0530.0170.1570.0340.0523.1750.000G180108B503+0000.0000.0000.0000.0000.0000.0000.0170.0000.0000.000G180109B504+00

59、00.0000.0000.0000.0990.0000.0000.0000.0000.0000.000G180110B505+0000.0000.0000.0000.0000.0200.0130.2380.3770.4830.304G180111B506+0000.0000.0000.0000.9860.9990.7211.0521.3360.8340.437G180112B507+0000.7480.0931.0780.4561.1440.6020.6350.1060.0000.456G180113B508+0000.6020.4100.2020.2020.1060.2250.0230.06

60、00.1160.020G180114B509+0000.0000.1190.0000.0000.0000.0000.0000.0000.0000.000注：路段編碼中A代表上行方向，B代表下行方向，所測(cè)車道均為超車道。附件5 ：路面結(jié)構(gòu)強(qiáng)度（彎沉）檢測(cè)結(jié)果明細(xì)表G18榮烏高速公路東營(yíng)黃河大橋段(上行)路面強(qiáng)度（彎沉）檢測(cè)結(jié)果樁號(hào) 實(shí)測(cè)彎沉結(jié)果（0.01mm）結(jié)構(gòu)強(qiáng)系數(shù)（SSI)結(jié)構(gòu)強(qiáng)指數(shù)（PSSI)評(píng)定等級(jí)K496+000-K496+10011.201.89399.9優(yōu)K496+100-K496+20010.901.94599.9優(yōu)K496+200-K496+30011.131.90599.9