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海化路路面结构层工程量计算表

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工程量计算表

工程量计算表
CT5
1.9×1.9×0.7×5=12.64
CT6
1.5×2.4×0.7=2.52
埋入承台中桩的体积：
0.05×0.25×0.25×180=0.56
DL1
0.6×0.24×37.9=5.46
DL2
0.4×0.24×299.3=28.73
总体积=CT3+CT4+CT5+CT6+DL1+DL2：
25.13+14.85+12.64+2.52-0.56+5.46+28.73=88.77
KZ4
0.4×0.4×(3.8-0.12)+0.4×0.4×(3.9-0.12)×8=5.43
KZ5
0.4×0.4×(3.9-0.12)×4=2.42
KZ7
0.4×0.4×(3.9-0.12)×7=4.23
KZ8
0.4×0.4×(3.9-0.12)×2=1.21
KZ9
0.4×0.4×(3.9-0.12)×8=4.84
1.07+2.49+3.20+7.37=14.13
7
回填土
m³
按实际回填土方以m³计算
731.71
垫层体积：13.94
承台体积：55.14
序
号
分部分项
工程名称
部位
与编号
单
位
计算式
结果
地梁体积：34.19
埋入土中的承台上柱体积：
CT3
0.4×0.4×0.6×33=3.17
CT4
0.4×0.4×0.6×10+0.4×0.5×0.6=1.08
KL9
(0.24+(0.6-0.12）×2)×(6.5-1)=6.60

道路工程工程量计算模板

道路工程工程量计算模板

21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04 21.04
2/4
（米）
560 0 20 40 43 60 68.641 80 89.889 92.412 100 110 118.035 124.74 140 157.632 168.456 180.838 200
4.52 4.55 4.5 4.55 4.559 4.61 4.54 4.55 4.545 4.544 4.54 4.56 4.576 4.57 4 4 4 4.5 4.5
6.434 6.302 6.258 6.192 6.082 5.972 5.896 5.869 5.851 5.867 5.938 6.036 6.231 6.471 6.704 6.822 6.909 7.025 6.947 6.817 6.687 6.557 6.427 6.297 6.234 6.167 6.075 6.037 5.924 6.025 6.169 6.385 6.665 6.675 6.965 7.565
0.319 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.556 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
24 8 12 20 20 13.848 6.152 10 10.084 13.169 10.438 16.309 20 19.466 10.534 9.873
18.127 20 20 20 20 20 9.654 10.346 14.171 5.829 20 20.33 9.67 10 10 0.321 9.679 20

路面工程分包工程量清单及综合单价汇总表

路面工程分包工程量清单及综合单价汇总表
87706.65
无
材料购买、倒运、摊铺、边角处理等图纸或方案所有工作内容。
以已完图示面积计算
1.5
18cm厚3.5%水泥粉煤灰稳定碎石
m3
8533.62
222.5
1898730.45
水泥
0%
搅拌、运输、卸车，材料倒运，摊铺、分层碾压，机械碾压不到位置人工配合，配合放线及抄标高，达到图纸要求方案所有工作内容。
路面工程分包工程量清单及综合单价汇总表
序号
项目名称及项目特征
单位
工程量 （暂估）
不含增值税综合单价（元）
合 价 （元）
甲方供应材料
综合单价工作内容
工程量计算规则
备 注
材料名称
损耗耗系数
一
施工费
1.1
5cm厚沥青混凝土面层
m3
2370.45
482.6
1143979.17
基质沥青
0%
拌合站及料场建设维护，搅拌、运输、卸车，材料倒运，摊铺、分层碾压，机械碾压不到位置人工配合，达到图纸要求或方案所有工作内容。
以已完图示体积计算
1.2
粘层
m2
47409
1.38
65424.42
无
材料购买、倒运、摊铺、边角处理等图纸或方案所有工作内容。
以已完图示面积计算
1.3
下封层
m2
47409
7.40
350826.6
无
材料购买、倒运、摊铺、边角处理等图纸或方案所有工作内容。
以已完图示面积计算
1.4
透层
m2
47409
1.85
5121642.48
四
增值税(3%)
153649.274

市政道路工程量计算表(输入计算式,自动计算结果)

市政道路工程量计算表(输入计算式,自动计算结果)

石灰粉煤灰稳定碎石
m2
基层
15cm厚
液体沥青透油层 m2
1.01L/m2
粗粒式沥青混凝土 m2
AC-25C,8CM
乳化沥青黏层油 m2
0.5kg/m2
中粒式矿物改性沥青
m2
混凝土
AC-13C,4CM
路床整理、碾压
非机动车道
m2
石灰稳定土
25
m2
25cm
石灰粉煤灰稳定碎石
15
m2
基层
15cm厚
液体沥青透油层 m2
12*2*7846.143+0.5*38
12*2*7846.143+0.5*38
12*2*7846.143+0.5*38
（4.5+0.12*2+0.13*2+0.2*2+0.25*2）*2*
（7846.143+0.117*19） （4.5+0.12*2+0.13*2+0.2*2+0.25*2）*2*
#NAME? 70635.29 #NAME? 70635.29 #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? 路两侧 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
*2*7846.143+0.5*38 （12+0.12*2+0.13*2+0.2*2+0.25*2）
*2*7846.143+0.5*38 （12+0.12*2+0.13*2+0.25*2）

混凝土路面计算书自动计算表格

混凝土路面计算书自动计算表格
构适用于路基干燥中湿路段。
一
计算路基基顶当量回弹模量及砼面层相对刚度半径输入数据
1
普通砼面层弯拉弹性模量Ec（MPa） = 31000
2
面层厚度h（m） = 0.24
3
基层材料回弹模量E1（MPa） = 1500
4
基层厚度h1（m） = 0.15
5
底基层材料回弹模量E2（MPa） = 1300
6
底基层厚度h2（m） = 0.15
b = 1-1.44*(Ex/E0）-0.45 = 0.77
基层顶面当面回弹模量Et = a*hxb*E0*(Ex/E0)1/3 = 247.60
普通砼面层的相对刚度半径r = 0.537*h*(Ec/Et)(1/3) = 0.645
二
荷载疲劳应力计算
荷载应力σps = 0.077*r0.6*h-2
温度疲劳应力σtr = kt*σtm = 1.02
Rr*（σpr+σtr） = 4.66
极限状态计算
综合疲劳应力小于面层砼弯拉标准强度值，能够满足使用要求
= 1.03
疲劳应力系数kf = Nev = 2.894
荷载疲劳应力σpr = kr*kf*kc*σps = 3.10
三
温度疲劳应力计算
温度翘曲应力σtm = αc*Ec*h*Tg*Bx/2
= 2.07
温度疲劳应力系数kt = (fr/σtm)*(a*(σtm/fr)c-b)
四 结论
= 0.493
路面计算书
项目名称：本表格已经设计好所有函数公式，只需在表格中填入相关的数 据即可自动进行计算
屈汨公路属平微二级公路，路面宽为9m，土路肩（一侧）宽1.5m；自然区划为Ⅴ3区，项目沿线砂砾石、水泥丰富，故推荐采用水泥砼路面结 项目概述及 构，设计使用年限为30年。据交通量分析和轴载谱调查计算其设计使用年限内标准轴载累计作用次数为125085934次。路面结构面层采用24cm普通 路面结构说明 砼，基层采用15cm6%水泥稳定砂砾，底基层为15cm4%水泥稳定砂砾。面板尺寸为长5m，宽4.5m，纵缝为设拉杆平缝，横缝为设传力杆缩缝。本结

路面工程数量表(1)

路面工程数量表(1)
2.150
2.150
2.150
2.150
12
K1178+080~K1178+360
280
4
7.6
2
3.010
3.010
3.010
3.010
13
K1178+360~K1184+040
5680
4
6
4.2
2
61.060
61.060
61.060
61.060
61.060
14
K1184+040~K1184+820
880
4
6
2.7
2
9.460
9.460
9.460
9.460
9.460
6
K1174+020~K1175+580
1560
4
6
3.9
2
16.770
16.770
16.770
16.770
16.770
7
K1175+580~K1175+820
240
4
6
2.1
2
2.580
2.580
2.580
2.580
2.580
8
K1175+820~K1176+080
4
6
6.5
2
22.790
22.790
22.790
22.790
22.790
合计
161.25
161.25
110
47.085
161.25
长沙交通学院交通设计研究所编制：复核：审核：图号：SⅣ-14
防水整平层AC-10

路面工程量计算表

工程名称：红河州泸西至弥勒高速公路路面工程
第1页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第2页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第3页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第4页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第5页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第6页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第7页，共8页
工程名称：红河州泸西至弥勒高速公路路面工程
第8页，共8页。

道路工程量计算式表(通用)


D1-146 + D1自卸汽车运土方、淤泥、流砂 载重8T以内 147 *9换 D1-133 040202010001 填土碾压 内燃压路机 6-8t 以内
15CM厚碎石层（三角停车坪及加宽车道、新建传达室前 坪）
工程量计算式表
工程名称: 道路 序号 10 定额号 D2-7 路床碾压检验 工程项目及说明 变量 Q/100 21.46+51.29 Q/100 Q/100 Q/10 Q*0.04/100 (Q/6*0.22)/10 20/0.2*0.4*1.58/1000 371.59 Q/100 Q/100 Q/10 Q*0.04/100 (Q/6*0.22)/10 41+17+0.3 Q/100 计量式 单位 100m2 m2 100m2 100m2 10m 100m2 10m2 吨 m2 100m2 100m2 10m 100m2 10m2 m 100m 第2页、共13页 工程量 数量 4.89 72.75 0.73 0.73 7.28 0.03 0.27 0.06 371.59 3.72 3.72 37.16 0.15 1.36 58.30 0.58
工程量计算式表
工程名称: 道路 序号 23 定额号 D2-276换 040203004003 24 D2-194 040203004002 25 工程项目及说明 侧缘石垫层 人工铺装 C20 混凝土垫层~换:非泵送商品混凝土 变量 Q*0.25*0.1 21.456+51.29 Q/100 21.456+51.29 Q/100 72.75*0.05 1691.28+2659.39 26 D2-233 + D2沥青混合料场外运输 运距5Km内 载重8t内~23 234 *18换 040205006001 青山路道路减速带标线 27 青山路减速带标线 040801001001 拆除路面（老传达室进口位置） 28 29 30 D9-5 + D9-6 人工拆除混凝土类路面层 无筋 *10换 D1-189 D1-192 厚 15cm 内~25 Q/100 6.8*0.3*7*6 Q 30 Q/100 (Q*0.2)/100 (Q*0.2)/100 30 100m3 m2 m2 m2 100m2 100m3 100m3 m2 计量式 单位 m3 m2 100m2 m2 100m2 m3 第3页、共13页 工程量 数量 1.46 72.75 0.73 72.75 0.73 3.64 4350.67 0.04 85.68 85.68 30.00 0.30 0.06 0.06 30.00

路基分层厚度计算表（内带自动计算公式）

路基分层厚度计算表（内带自动计算公式）第1层2.5 2.3 2.3里程偏距实测高程设计高程高差填厚标高差值压实区994.3995.4 1.10994.3 1.194区994.3995.5 1.20994.3 1.294区994.3995.6 1.30994.3 1.394区994.3995.7 1.40994.3 1.494区994.3995.8 1.50994.3 1.593区994.3995.9 1.60994.3 1.693区994.3996 1.70994.3 1.793区994.3996.1 1.80994.3 1.893区994.3996.2 1.90994.3 1.993区994.3996.320994.3293区994.3996.4 2.10994.3 2.193区994.3996.5 2.20994.3 2.293区994.3996.6 2.30994.3 2.393区994.3996.7 2.40.148994.448 2.25293区994.3996.8 2.50.252994.552 2.24893区第2层第3层2.10 1.90填厚标高差值压实区填厚标高差值压实区填厚0994.3 1.194区0994.3 1.194区0 0994.3 1.294区0994.3 1.294区0 0994.3 1.394区0994.3 1.394区0 0994.3 1.494区0994.3 1.494区0 0994.3 1.593区0994.3 1.593区0 0994.3 1.693区0994.3 1.693区0 0994.3 1.793区0994.3 1.793区0 0994.3 1.893区0994.3 1.893区0.152 0994.3 1.993区0994.3 1.993区0.249 0994.3293区0.148994.448 1.85293区0.202 0994.3 2.193区0.249994.549 1.85193区0.2010.149994.449 2.05193区0.198994.647 1.85393区0.2010.249994.549 2.05193区0.203994.752 1.84893区0.1980.201994.649 2.05193区0.202994.851 1.84993区0.2020.198994.75 2.0593区0.198994.948 1.85293区0.205第4层第5层第6层1.70 1.50标高差值压实区填厚标高差值压实区填厚标高994.3 1.194区0994.3 1.194区0994.3 994.3 1.294区0994.3 1.294区0994.3 994.3 1.394区0994.3 1.394区0994.3 994.3 1.494区0994.3 1.494区0.15994.45 994.3 1.593区0994.3 1.593区0.253994.553 994.31.693区0.149994.449 1.45194区0.2994.649 994.3 1.793区0.249994.549 1.45194区0.201994.75 994.452 1.64893区0.201994.653 1.44794区0.197994.85 994.549 1.65193区0.204994.753 1.44794区0.198994.951 994.65 1.6593区0.202994.852 1.44894区0.199995.051 994.75 1.6593区0.199994.949 1.45194区0.2995.149 994.848 1.65293区0.202995.05 1.4594区0.202995.252 994.95 1.6593区0.199995.149 1.45194区0.198995.347 995.053 1.64793区0.194995.247 1.45394区0.205995.452 995.153 1.64793区0.198995.351 1.44994区0.201995.5521.30 1.10.853差值压实区填厚标高差值压实区填厚标高差值1.194区0994.3 1.194区0.252994.5520.8481.294区0.149994.449 1.05194区0.201994.650.851.394区0.247994.5471.05394区0.205994.7520.8481.2594区0.2994.65 1.0594区0.199994.8490.8511.24794区0.196994.749 1.05194区0.204994.9530.8471.25194区0.199994.848 1.05294区0.199995.0470.8531.2594区0.203994.953 1.04794区0.197995.150.851.2594区0.199995.049 1.05194区0.202995.2510.8491.24994区0.196995.147 1.05394区0.206995.3530.8471.24994区0.2995.251 1.04994区0.199995.450.851.25194区0.203995.352 1.04894区0.199995.5510.8491.24894区0.201995.453 1.04794区0.194995.6470.8531.25394区0.202995.549 1.05194区0.201995.750.851.24894区0.199995.651 1.04994区0.199995.850.851.24894区0.201995.753 1.04794区0.194995.9470.853第7层第8层第6层第9层第10层00.60600.3590压实区填厚标高差值压实区填厚标高差值压实区94区0.243994.7950.60596区0.252995.0470.35396区94区0.244994.8940.60696区0.249995.1430.35796区94区0.247994.9990.60196区0.243995.2420.35896区94区0.25995.0990.60196区0.244995.3430.35796区94区0.242995.1950.60596区0.248995.4430.35796区94区0.251995.2980.60296区0.247995.5450.35596区94区0.247995.3970.60396区0.244995.6410.35996区94区0.244995.4950.60596区0.251995.7460.35496区94区0.246995.5990.60196区0.245995.8440.35696区94区0.246995.6960.60496区0.25995.9460.35496区94区0.246995.7970.60396区0.248996.0450.35596区94区0.247995.8940.60696区0.248996.1420.35896区94区0.259960.696区0.244996.2440.35696区94区0.25996.10.696区0.242996.3420.35896区94区0.248996.1950.60596区0.249996.4440.35696区第11层第12层0.181500.0020填厚标高差值压实区填厚标高差值压实区0.1815995.22850.171596区0.1815995.41-0.0196区0.1795995.32250.177596区0.1845995.507-0.00796区0.1805995.42250.177596区0.1815995.604-0.00496区0.1775995.52050.179596区0.1795995.7096区0.1795995.62250.177596区0.1825995.805-0.00596区0.1765995.72150.178596区0.1815995.903-0.00396区0.1775995.81850.181596区0.1795995.9980.00296区0.1785995.92450.175596区0.1825996.107-0.00796区0.1805996.02450.175596区0.1835996.208-0.00896区0.1775996.12350.176596区0.1845996.308-0.00896区0.1775996.22250.177596区0.1835996.406-0.00696区0.1815996.32350.176596区0.1835996.507-0.00796区0.1805996.42450.175596区0.1785996.603-0.00396区0.1785996.52050.179596区0.1835996.704-0.00496区0.1795996.62350.176596区0.1805996.804-0.00496区。

公路路面硬化工程工程量计算表

39 （m/道） 39 （m/道） 103 （m3）
第 3 页共 5 页
工程名称：XX市Y050华平至德胜场段公路路面硬化工程
序号
定额编号
分部分项工程名称
[2] 1～1～11～13换 10t以内自卸汽车运土3km
[3] 4～1～1～7
人工挖基坑石方
[4] 1～1～11～41换 10t以内自卸汽车运石3km
编制：
第 5 页共 5 页
88054*0.18 （m3路面实体）
88.054*1000.0*0.18 （m3路面实体）
88054.000 （m2路面） 14.266 （公路公里） 2060.828 （m3） 206.083*10.0 （m3） 14.266 （公路公里） 434 （m/道） 193 （m3）
193 （m3天然密实方）
[1] [1.1] [1.2] [1.3] [1.4] [1.5]
[1]
[1] [2] 八
[1]
9～1～9～3 9～1～5～5
6～1～7～4 6～1～7～5 6～1～7～16 6～1～7～17 4～1～1～7
6～1～9～4
6～1～11～1 6～1～11～2
八
人工装卸汽车钢材 4t以内载货汽车运钢材第一个1km 各类标志牌(新建) 单柱式Ⅰ型△70(新建) 金属标志牌基础混凝土 金属标志牌基础钢筋 单柱式铝合金标志立柱 单柱式铝合金标志面板 人工挖基坑石方 标线 沥青路面热熔标线 里程碑、百米桩 里程碑 百米桩 环境保护工程 种植乔、灌木 种植乔木 香樟或栾树(胸径3～5cm)
488 （m3天然密实方）
406.6 （m3实体） 366 （m3） 2043.9 （m3/m） 362 （m3）
362 （m3天然密实方）
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海化路路面结构层工程量计算表左侧路沿截面积（m2)右侧路沿截面积（m2)路面宽度（m)K0+376.471里程桩号K0+440K0+460K0+480K0+500K0+380K0+400K0+420K0+587.711K0+591.112K0+600K0+620K0+520K0+539.942K0+560K0+577.037K0+688.693K0+702.73K0+720K0+737.4K0+627.921K0+646.848K0+665.775K0+680K0+800K0+820K0+829.207K0+838.933K0+750K0+770.101K0+780K0+780K0+908.003K0+921.054K0+921.910K0+925.917K0+860K0+878.565K0+878.985K0+906.463K0+926.984K0+936.616K0+936.6160.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1629.67959.69229.56068.65517.83397.33097.90070.1620.1629.0579.02538.49258.99650.1620.1620.1620.1620.1620.1628.490610.283812.910611.8488.553611.633410.22658.87548.9910.355418.98174.72469.09817.91248.15948.46389.3280.16200000.1620.1620.162000000.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620012.7811.213.658212.760.1620.1620.1620.16213.95759.02989.107410.28548.18828.198.105611.863412.03510.682614.66438.7037.8738.4658.2947.7567.7297.878.5958.277.99738.5038.2227.9578.6137.9518.3447.637.4188.1117.76817.6912.3548.6650.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.16200.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.16200.1620.162K1+648.631K1+520.0K1+540.0K1+560.0K1+580K1+600.0K1+628.158K1+461.836K1+480K1+498.633K1+498.633K1+510.706K1+510.706K1+340K1+360K1+380K1+400K1+417.942K1+439.889K1+312.173K1+312.173K1+326.029K1+326.02900.1620.1620.162K0+938.087K0+960K0+981.622K0+981.622K0+938.087K1+080.0K1+094.329K1+117.354K1+140.378K1+0.00K1+020.0K1+040.0K+060.0K1+176.227K1+200.0K1+220K1+240K1+160.226K1+160.226K1+167.215K1+167.215K1+260K1+280K1+300000.162000.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.16214.623414.04713.70211.69215.4516.900511.77311.77811.1580.1620.1620.1620.1620.1620.1620.1620.1620.162000.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1628.0138.62610.8489.050.1620.1628.8628.88.7610.45210.2618.7237.6188.5177.9989.1918.91815.49215.38420.64812.8389.5769.85412.99710.5959.1718.248.1718.2998.6649.1429.6029.3268.2888.1598.1318.0488.1268.9169.56410.4649.098.598.42111.8997.3628.5812.29110.848.387.8729.5578.9857.7529.47611.7588.72510.07810.8869.96714.1757.628.7979.6360.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620000.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.162000.1620.16200.1620.162000.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.1620.16200.162K2+201.8K2+217.788K2+240K2+260K2+290K2+308.88K2+120.0K2+134.15K2+140.04K2+160K2+168.419K2+201.8K2+053.103K2+053.103K2+067.83K2+067.83K2+082.994K2+096.527K1+963.425K1+979.682K1+979.682K1+999.905K2+020.0K2+040.119K1+900K1+909.343K1+923.617K1+942.891K1+944.869K1+963.425K1+805.672K1+820K1+840K1+849.171K1+868.399K1+887.627K1+711.344K1+729.924K1+740K1+761.378K1+766.081K1+785.635K1+658.424K1+658.424K1+661.627K1+661.627K1+6808.0738.19510.9929.81621.93511.249.9037.6888.3458.3160右侧路沿截面积（m2)路面宽度（m)18.3780.1620.1620.1620.1620.16200.1620.1620.1620.1620.1620.1620.1620.16200.1620.1620.1620.1620.1620K2+452.305K2+475K2+515K2+522K2+532.336合计K2+341.787K2+361.57K2+378.662K2+400.0K2+417.925K2+435.115里程桩号终增1K0+0.00终增1K0+020.00终增1K0+040.00里程桩号终增2K0+0.00终增2K0+10.7975终增2K0+14.4788终增1K0+051.8326合计鱼塘西K0+0.00鱼塘西K0+8.2597鱼塘西K0+31.5811合计合计里程桩号桔子K0+40.00桔子K0+46.892桔子K0+63.222桔子K0+66.8959里程桩号桔子K0+0.00桔子K0+20.00桔子K0+70.3828左侧路沿截面积（m2)0.1620.1620.1620.162左侧路沿截面积（m2)左侧路沿截面积（m2)0左侧路沿截面积（m2)0.1620.1620.162000.1620.1620.1620.16200000000右侧路沿截面积（m2)0右侧路沿截面积（m2)0.1620.1620.1620.162右侧路沿截面积（m2)路面宽度（m)12.88727.1216.1486.034路面宽度（m)7.3448.56.1517.021路面宽度（m)5.8765.8766.35574.37864.22696.599613.979.14912.5818合计里程桩号桔子K0+76.827桔子K0+78.727桔子K0+82.677总合计000左侧路沿截面积（m2)右侧路沿截面积（m2)00010.38.4728.7918路面宽度（m)桩号间距离（m)道路纵坡(i) 3.5290.0263200.0263200.0263200.0263200.0263200.0263200.0263200.026319.9420.026320.0580.026317.0370.026310.6740.02233.4010.02238.8880.0223200.02237.9210.022318.9270.022318.9270.022314.2250.02238.6930.022314.0370.022317.270.022317.40.022312.60.022320.1010.02239.8990.008200.0082200.0082200.00829.2070.00829.7260.008221.0670.008218.5650.00820.420.008227.4780.00821.540.008213.0510.00820.8560.00824.0070.00821.0310.00829.6320.008200.0082截面间距离（L(1+i)m)级配料宽度（路宽+2X路沿宽M)3.621812720.52620.52620.52620.52620.52620.52620.5263.47684239.086202420.4468.097638320.466474620.585525417.485073110.912030214.350025117.65512117.7880212.8809819.349072119.349072114.54221758.886853920.54925239.980171810.279510.292210.16069.25518.43397.93098.50079.153612.233410.82659.47549.6579.62539.09259.596519.58175.32469.69818.51248.75949.06389.5910.95549.090610.883813.510612.4489.92820.16420.1649.28249749.805753221.239749418.7172330.4234444.03985741.03945429.710982427.70331961.55262813.15801820.86301928.78828.798.705612.463412.63513.3811.814.258213.3614.55759.62989.707410.885411.282615.26431.4710.0082 00.0082 21.9130.0082 21.6220.0082 00.0082 18.3780.0082 200.0036 200.0036 200.0036 200.0036 14.3290.0196 23.0250.0196 23.0240.0196 19.8480.0196 00.0196 6.9890.0196 00.0196 9.0120.0196 23.7730.0196 200.0187 200.0187 200.0187 200.0187 200.0187 12.1730.018700.0187 13.8560.0187 00.0187 13.9710.0187 200.0187 200.0187 200.0187 17.9420.0187 21.9470.0161 21.9470.0161 18.1640.0161 18.6330.0161 00.0161 12.0730.0161 00.0161 9.2940.0161 200.0161 200.0161 200.0161 200.0161 28.1580.0161 20.4730.01619.3038.4739.0658.8948.3568.3298.479.1958.878.59739.1038.8228.5579.2138.5518.9448.238.0188.7118.36818.2912.9549.265 20.80261539.443633420.32220.32220.32220.32228.611343822.300346718.456440418.932991312.267375314.232257720.37420.37420.37418.277515422.300346712.400635114.115107218.528699620.07220.0721.483062222.092686621.799300420.07216.0517.500511.75815.223414.64712.37312.37814.30212.29220.23702087.125984420.3749.188635224.238950820.37420.3748.6139.22611.4489.6520.37420.37420.07214.609848423.4762923.47527049.4629.49.7919.5189.3611.05210.8619.3239.1178.5988.2189.7930.0161 00.01613.2030.0161 00.0161 18.3730.0161 31.3440.0087 18.580.0087 10.0760.0087 21.3780.00874.7030.008719.5540.008720.0370.0087 14.3280.0087 200.011 9.1710.011 19.2280.011 19.2280.011 12.3730.011 9.3430.011 14.2740.011 19.2740.011 1.9780.011 18.5560.011 00.011 16.2030.011 00.011 20.2230.011 20.0950.011 20.1190.011 12.9840.011 00.011 14.7270.011 00.011 15.1640.011 13.5330.011 23.4730.011 14.150.011 5.890.011 19.960.011 8.4190.011 33.3810.011 00.011 15.9880.011 22.2120.011 200.011 300.011 18.880.026316.09215.98421.24813.43810.17610.45413.59711.1959.7718.848.7718.8999.2649.74210.2029.9268.8888.7598.7318.6488.7269.51610.16411.0649.699.199.02112.4997.9629.1812.89111.448.988.47210.1579.5858.35210.07612.3589.32510.67811.48610.56714.7758.229.39710.236 016.16386822.45633220.2230.3319.37654423.73120314.305655.9547920.179568.51160933.74819113.12682414.88899715.33080413.68186316.38123320.44545320.31604520.34030912.5091039.44577314.43101419.4860141.99975818.76011620.211321914.452653620.229.27188119.43950819.43950831.616692818.74164610.163661221.56398864.743916119.72411989.95066733.254568318.668805332.9070.0263 19.7830.0263 17.0920.026321.3380.026317.9250.05717.190.05717.190.05722.6950.057400.05770.05710.3360.057桩号间距离（m)道路纵坡(i)200.1366200.136611.83260.1366桩号间距离（m)道路纵坡(i)10.79750.11263.68130.1126桩号间距离（m)道路纵坡(i)8.25970.118123.32140.1181桩号间距离（m)道路纵坡(i)200.0645200.06456.8920.064516.330.06453.67390.06453.48690.06458.6738.79511.59210.41622.53511.8410.5038.2888.9458.91618.97818.1698323.98861542.287.39910.9251522194.99829733.772454120.303292917.541519621.899189418.94672518.169833.711805053.9108665517.3832857.33653435.3108279126.075657349.2351705721.2921.29截面间距离（L(1+i)m)16.109112884.0958143812.0132985截面间距离（L(1+i)m)22.732截面间距离（L(1+i)m)58.912933166.7486.634截面间距离（L(1+i)m)级配料宽度（路宽+2X路沿宽M)13.48727.72113.4489331622.7327.021级配料宽度（路宽+2X路沿宽M)8.56.151级配料宽度（路宽+2X路沿宽M)5.876级配料宽度（路宽+2X路沿宽M)7.3444.37864.22699.14912.58185.8766.35576.599613.976.44420.06451.90.06453.950.0645桩号间距离（m)道路纵坡(i)其中未配筋砼路面面积：截面间距离（L(1+i)m)其中砼路面厚300双层配筋面积其中加早强剂的路面面积：88.00966654.2047752.022556.859850910.38.472级配料宽度（路宽+2X路沿宽M)8.79182116.122m22808.21m2166.327m2级配料面积（m2）左路沿体积（m3）右路沿体积（C35砼面积（m2）水稳层面积（m2）155.6363424156.3219108174.0368751185.5786449179.2638044180.010*******.4323907110.140576835.08033454197.5914864186.9477291169.226607152.30137175.5849141338.001712586.78186481177.53261876.01415025035.08033454197.5914864186.9477291169.226607155.6363424156.3219108115.3153667146.7423037174.0368751185.5786449179.2638044180.010*******.4277348118.2964734155.2342717124.5938552224.395059239.5279682153.4323907110.1405768118.2964734152.30137175.58491413115.3153667146.742303738.001712586.78186481155.2342717124.5938552177.53261876.01415025224.395059239.5279682037.25342216209.9070864199.2633291181.542207167.9519424168.6375108186.3524751197.8942449157.3353763165.9070837132.3224432236.0045022251.1374115161.026701580.91702647 3.325212123.925381840.0878178892.23358625189.80021880.87273323191.5436891192.3614421163.9234346116.6877949 3.3252123.3252123.3155688853.3348551150.5867336573.3252123.3252123.3252123.3252121.6167878322.3558392351.4396703322.3247040662.8601296023.3122521.3118174053.134549683.13454968 3.3252123.3252123.3252122.881659242.086718763.3289788732.8325818421.7677488920.5632484531.4719647890.5867336573.3252123.3252123.3252123.3252120.5632484531.4719647893.3122521.3118174053.3155688853.3348551152.8325818421.7677488922.3247040662.8601296022.881659242.086718763.134549683.134549682.3558392351.4396703323.3289788731.6167878320176.59832840313.7572862124.28457650301.4277348176.5983284165.125012475.6319323297.90554283253.7980135232.23406845.0770*******.327329620.50881851175.77467569.919240628165.125012475.6319323297.90554283253.798013536.6358508210.0789637101.80993950175.77467569.91924062836.6358508210.0789637232.23406845.0770*******.327329620.50881851101.80993950188.6967284177.223412481.20143076103.7889947266.5418632243.46440825.3311599610.70263622107.63652890360.949321421.44039531183.669486510.43705215039.0597652603.2665683.2665681.5037645791.5885320181.7204197010000.0685979284.48793777500 3.2665681.5037645793.2665681.5885320183.4408394033.0321917460.2515257362.1315989480.139809110.6544568990000.168391581.57317914903.2921643.2921643.2921643.2921644.6350376963.3700236792.9899433453.06714459101.98731479901.5298686113.3005883.3005883.3005882.9609574953.6126561653.6126561652.008902886 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