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全长3134.011米二级公路路基宽10米（计算书、概预算表格、CAD图）.rar （57个子文件）

全长3134.011米二级公路路基宽10米（计算书、概预算表格、CAD图）

图纸

挡土墙.dwg 676KB

路面.dwg 90KB

涵洞.dwg 660KB

栏杆构造图.dwg 1.5MB

横断面

11.dwg 63KB

9.dwg 61KB

4.dwg 46KB

10.dwg 55KB

2.dwg 53KB

1.dwg 263KB

16.dwg 56KB

7.dwg 59KB

12.dwg 79KB

13.dwg 54KB

15.dwg 49KB

6.dwg 40KB

14.dwg 54KB

17.dwg 51KB

5.dwg 52KB

3.dwg 51KB

8.dwg 53KB

涵洞钢筋构造图.dwg 76KB

横断面.dwg 264KB

桥梁.dwg 203KB

纵断面.dwg 178KB

标准横断面.dwg 85KB

平面图.dwg 222KB

特色设计.dwg 97KB

表格

【07】工料机单价汇总表.xls 164KB

路基设计表4.dwg 73KB

【06】工程建设其他费用及回收金额计算表.xls 45KB

【01】总预算表.xls 421KB

加宽.dwg 55KB

【08-1】建筑安装工程费计算数据表.xls 202KB

路基设计表2.dwg 104KB

土石方1.dwg 87KB

排水和防护工程.doc 125KB

直曲表.xls 38KB

土石方2.dwg 98KB

土石方3.dwg 65KB

路基设计表1.dwg 111KB

路基设计表3.dwg 87KB

【08-1】建筑安装工程费计算数据表(8.3.5).xls 203KB

【04】综合费率计算表.xls 90KB

【08-2】分项工程预算表.xls 3.32MB

路面.doc 135KB

【02】工料机数量汇总表.xls 233KB

【03】建筑安装工程费计算表.xls 60KB

说明书

毕业设计文件封面.doc 103KB

总说明书.doc 58KB

10-0048.pdf 4.71MB

正文.doc 665KB

前言.doc 26KB

文献综述.doc 36KB

翻译.doc 333KB

预算编制说明.doc 31KB

开题报告.doc 37KB

<html xmlns="http://www.w3.org/1999/xhtml"><head><meta charset="utf-8"><meta name="generator" content="pdf2htmlEX"><meta http-equiv="X-UA-Compatible" content="IE=edge,chrome=1"><link rel="stylesheet" href="https://csdnimg.cn/release/download_crawler_static/css/base.min.css"><link rel="stylesheet" href="https://csdnimg.cn/release/download_crawler_static/css/fancy.min.css"><link rel="stylesheet" href="https://csdnimg.cn/release/download_crawler_static/85446233/raw.css"><script src="https://csdnimg.cn/release/download_crawler_static/js/compatibility.min.js"></script><script src="https://csdnimg.cn/release/download_crawler_static/js/pdf2htmlEX.min.js"></script><script>try{pdf2htmlEX.defaultViewer = new pdf2htmlEX.Viewer({});}catch(e){}</script><title></title></head><body><div id="sidebar" style="display: none"><div id="outline"></div></div><div id="pf1" class="pf w0 h0" data-page-no="1"><div class="pc pc1 w0 h0"><img class="bi x0 y0 w1 h1" alt="" src="https://csdnimg.cn/release/download_crawler_static/85446233/bg1.jpg"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0">Manko Z. </div><div class="c x2 y2 w2 h3"><div class="t m0 x0 h2 y3 ff1 fs0 fc0 sc0 ls0 ws0">1</div></div><div class="t m0 x1 h4 y4 ff2 fs0 fc0 sc0 ls0 ws0">SCAFFOLDS FAILURES CAUSED BY VEHICLE STRIKES DURING 1 </div><div class="t m0 x1 h4 y5 ff2 fs0 fc0 sc0 ls0 ws0">CONSTRUCTION OF NEW VIADUCT OVER A-18 MOTORWAY IN POLAND 2 </div><div class="t m0 x1 h2 y6 ff1 fs0 fc0 sc0 ls0 ws0"> 3 </div><div class="t m0 x1 h2 y7 ff1 fs0 fc0 sc0 ls0 ws0"> 4 </div><div class="t m0 x1 h2 y8 ff1 fs0 fc0 sc0 ls0 ws0"> 5 </div><div class="t m0 x1 h2 y9 ff1 fs0 fc0 sc0 ls0 ws0"> 6 </div><div class="t m0 x3 h2 ya ff1 fs0 fc0 sc0 ls0 ws0">Zbigniew “Zee” Manko 7 </div><div class="t m0 x4 h2 yb ff1 fs0 fc0 sc0 ls0 ws0">Professor of Civil and Structural Engineering, Bridge Division, Institute of Civil Engineering 8 </div><div class="t m0 x5 h2 yc ff1 fs0 fc0 sc0 ls0 ws0">Wroclaw University of Technology, Wybrzeze Wyspianskiego No. 27, 50-370 Wroclaw, Poland 9 </div><div class="t m0 x6 h2 yd ff1 fs0 fc0 sc0 ls0 ws0">Tel./fax (+48) 71 352-92-74 zbigniew.manko@wp.pl 10 </div><div class="t m0 x7 h2 ye ff1 fs0 fc0 sc0 ls0 ws0">(Corresponding author) 11 </div><div class="t m0 x1 h2 yf ff1 fs0 fc0 sc0 ls0 ws0"> 12 </div><div class="t m0 x1 h2 y10 ff1 fs0 fc0 sc0 ls0 ws0"> 13 </div><div class="t m0 x1 h2 y11 ff1 fs0 fc0 sc0 ls0 ws0"> 14 </div><div class="t m0 x1 h2 y12 ff1 fs0 fc0 sc0 ls0 ws0">Word count: text (3122) + 7 figures (7 × 250 = 1750) + 0 tables (0 × 250 = 0) = 4872 15 </div><div class="t m0 x1 h2 y13 ff1 fs0 fc0 sc0 ls0 ws0"> 16 </div><div class="t m0 x1 h2 y14 ff1 fs0 fc0 sc0 ls0 ws0">Submission date: June 5, 2009. 17 </div><div class="t m0 x1 h2 y15 ff1 fs0 fc0 sc0 ls0 ws0"> 18 </div><div class="t m0 x1 h2 y16 ff1 fs0 fc0 sc0 ls0 ws0"> 19 </div><div class="t m0 x1 h2 y17 ff1 fs0 fc0 sc0 ls0 ws0"> 20 </div><div class="t m0 x1 h2 y18 ff1 fs0 fc0 sc0 ls0 ws0"> 21 </div><div class="t m0 x1 h2 y19 ff1 fs0 fc0 sc0 ls0 ws0"> 22 </div><div class="t m0 x1 h2 y1a ff1 fs0 fc0 sc0 ls0 ws0"> 23 </div><div class="t m0 x1 h2 y1b ff1 fs0 fc0 sc0 ls0 ws0"> 24 </div><div class="t m0 x1 h2 y1c ff1 fs0 fc0 sc0 ls0 ws0"> 25 </div><div class="t m0 x1 h2 y1d ff1 fs0 fc0 sc0 ls0 ws0"> 26 </div><div class="t m0 x1 h2 y1e ff1 fs0 fc0 sc0 ls0 ws0"> 27 </div><div class="t m0 x1 h2 y1f ff1 fs0 fc0 sc0 ls0 ws0"> 28 </div><div class="t m0 x1 h2 y20 ff1 fs0 fc0 sc0 ls0 ws0"> 29 </div><div class="t m0 x1 h2 y21 ff1 fs0 fc0 sc0 ls0 ws0"> 30 </div><div class="t m0 x1 h2 y22 ff1 fs0 fc0 sc0 ls0 ws0"> 31 </div><div class="t m0 x1 h2 y23 ff1 fs0 fc0 sc0 ls0 ws0"> 32 </div><div class="t m0 x1 h2 y24 ff1 fs0 fc0 sc0 ls0 ws0"> 33 </div><div class="t m0 x1 h2 y25 ff1 fs0 fc0 sc0 ls0 ws0"> 34 </div><div class="t m0 x1 h2 y26 ff1 fs0 fc0 sc0 ls0 ws0"> 35 </div><div class="t m0 x1 h2 y27 ff1 fs0 fc0 sc0 ls0 ws0"> 36 </div><div class="t m0 x1 h2 y28 ff1 fs0 fc0 sc0 ls0 ws0"> 37 </div><div class="t m0 x1 h2 y29 ff1 fs0 fc0 sc0 ls0 ws0"> 38 </div><div class="t m0 x1 h2 y2a ff1 fs0 fc0 sc0 ls0 ws0"> 39 </div><div class="t m0 x1 h2 y2b ff1 fs0 fc0 sc0 ls0 ws0"> 40 </div><div class="t m0 x1 h2 y2c ff1 fs0 fc0 sc0 ls0 ws0"> 41 </div><div class="t m0 x1 h2 y2d ff1 fs0 fc0 sc0 ls0 ws0"> 42 </div><div class="t m0 x1 h2 y2e ff1 fs0 fc0 sc0 ls0 ws0"> 43 </div><div class="t m0 x1 h2 y2f ff1 fs0 fc0 sc0 ls0 ws0"> 44 </div><div class="t m0 x1 h2 y30 ff1 fs0 fc0 sc0 ls0 ws0"> 45 </div><div class="t m0 x1 h2 y31 ff1 fs0 fc0 sc0 ls0 ws0"> 46 </div><div class="t m0 x8 h5 y32 ff3 fs1 fc0 sc0 ls0 ws0">TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.</div></div><div class="pi" data-data='{"ctm":[1.613445,0.000000,0.000000,1.613445,0.000000,0.000000]}'></div></div></body></html>

<div id="pf2" class="pf w0 h0" data-page-no="2"><div class="pc pc2 w0 h0"><img class="bi x0 y0 w1 h1" alt="" src="https://csdnimg.cn/release/download_crawler_static/85446233/bg2.jpg"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0">Manko Z. </div><div class="c x2 y2 w2 h3"><div class="t m0 x0 h2 y3 ff1 fs0 fc0 sc0 ls0 ws0">2</div></div><div class="t m0 x1 h4 y33 ff2 fs0 fc0 sc0 ls0 ws0">Abstract: The paper is presented cases of failures of steel scaffolds damaged by vehicle strikes 1 </div><div class="t m0 x1 h2 y34 ff1 fs0 fc0 sc0 ls0 ws0">during the construction of new viaducts over the upgraded A-18 motorway in Poland. After 2 </div><div class="t m0 x1 h2 y6 ff1 fs0 fc0 sc0 ls0 ws0">several vehicle strikes into the scaffold structures their damaged components were no longer 3 </div><div class="t m0 x1 h2 y7 ff1 fs0 fc0 sc0 ls0 ws0">serviceable (considering the safety of the construction works being carried out). This put the 4 </div><div class="t m0 x1 h2 y8 ff1 fs0 fc0 sc0 ls0 ws0">contractor to additional expenses connected with the replacement of the damaged scaffold. The 5 </div><div class="t m0 x1 h2 y9 ff1 fs0 fc0 sc0 ls0 ws0">causes and consequences of the failures are given and the necessary solutions adopted in the 6 </div><div class="t m0 x1 h2 ya ff1 fs0 fc0 sc0 ls0 ws0">considered cases – whereby the traffic situation significantly improved – are described. 7 </div><div class="t m0 x1 h2 yb ff1 fs0 fc0 sc0 ls0 ws0">Moreover, it is proposed to increase the minimum vertical clearance required during the building 8 </div><div class="t m0 x1 h2 yc ff1 fs0 fc0 sc0 ls0 ws0">or repairs of bridge structures. 9 </div><div class="t m0 x1 h2 yd ff1 fs0 fc0 sc0 ls0 ws0"> 10 </div><div class="t m0 x1 h2 ye ff1 fs0 fc0 sc0 ls0 ws0"> 11 </div><div class="t m0 x1 h4 yf ff2 fs0 fc0 sc0 ls0 ws0">Keywords: Scaffold Failure, Vehicle Strike, Damaged component, New Object, Viaduct 12 </div><div class="t m0 x9 h2 y10 ff1 fs0 fc0 sc0 ls0 ws0">Construction, Motorway A-18. 13 </div><div class="t m0 x1 h2 y11 ff1 fs0 fc0 sc0 ls0 ws0"> 14 </div><div class="t m0 x1 h2 y12 ff1 fs0 fc0 sc0 ls0 ws0"> 15 </div><div class="t m0 x1 h2 y13 ff1 fs0 fc0 sc0 ls0 ws0"> 16 </div><div class="t m0 x1 h2 y14 ff1 fs0 fc0 sc0 ls0 ws0"> 17 </div><div class="t m0 x1 h2 y15 ff1 fs0 fc0 sc0 ls0 ws0"> 18 </div><div class="t m0 x1 h2 y16 ff1 fs0 fc0 sc0 ls0 ws0"> 19 </div><div class="t m0 x1 h2 y17 ff1 fs0 fc0 sc0 ls0 ws0"> 20 </div><div class="t m0 x1 h2 y18 ff1 fs0 fc0 sc0 ls0 ws0"> 21 </div><div class="t m0 x1 h2 y19 ff1 fs0 fc0 sc0 ls0 ws0"> 22 </div><div class="t m0 x1 h2 y1a ff1 fs0 fc0 sc0 ls0 ws0"> 23 </div><div class="t m0 x1 h2 y1b ff1 fs0 fc0 sc0 ls0 ws0"> 24 </div><div class="t m0 x1 h2 y1c ff1 fs0 fc0 sc0 ls0 ws0"> 25 </div><div class="t m0 x1 h2 y1d ff1 fs0 fc0 sc0 ls0 ws0"> 26 </div><div class="t m0 x1 h2 y1e ff1 fs0 fc0 sc0 ls0 ws0"> 27 </div><div class="t m0 x1 h2 y1f ff1 fs0 fc0 sc0 ls0 ws0"> 28 </div><div class="t m0 x1 h2 y20 ff1 fs0 fc0 sc0 ls0 ws0"> 29 </div><div class="t m0 x1 h2 y21 ff1 fs0 fc0 sc0 ls0 ws0"> 30 </div><div class="t m0 x1 h2 y22 ff1 fs0 fc0 sc0 ls0 ws0"> 31 </div><div class="t m0 x1 h2 y23 ff1 fs0 fc0 sc0 ls0 ws0"> 32 </div><div class="t m0 x1 h2 y24 ff1 fs0 fc0 sc0 ls0 ws0"> 33 </div><div class="t m0 x1 h2 y25 ff1 fs0 fc0 sc0 ls0 ws0"> 34 </div><div class="t m0 x1 h2 y26 ff1 fs0 fc0 sc0 ls0 ws0"> 35 </div><div class="t m0 x1 h2 y27 ff1 fs0 fc0 sc0 ls0 ws0"> 36 </div><div class="t m0 x1 h2 y28 ff1 fs0 fc0 sc0 ls0 ws0"> 37 </div><div class="t m0 x1 h2 y29 ff1 fs0 fc0 sc0 ls0 ws0"> 38 </div><div class="t m0 x1 h2 y2a ff1 fs0 fc0 sc0 ls0 ws0"> 39 </div><div class="t m0 x1 h2 y2b ff1 fs0 fc0 sc0 ls0 ws0"> 40 </div><div class="t m0 x1 h2 y2c ff1 fs0 fc0 sc0 ls0 ws0"> 41 </div><div class="t m0 x1 h2 y2d ff1 fs0 fc0 sc0 ls0 ws0"> 42 </div><div class="t m0 x1 h2 y2e ff1 fs0 fc0 sc0 ls0 ws0"> 43 </div><div class="t m0 x1 h2 y2f ff1 fs0 fc0 sc0 ls0 ws0"> 44 </div><div class="t m0 x1 h2 y30 ff1 fs0 fc0 sc0 ls0 ws0"> 45 </div><div class="t m0 x1 h2 y31 ff1 fs0 fc0 sc0 ls0 ws0"> 46 </div><div class="t m0 x8 h5 y32 ff7 fs1 fc0 sc0 ls0 ws0">TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.</div></div><div class="pi" data-data='{"ctm":[1.613445,0.000000,0.000000,1.613445,0.000000,0.000000]}'></div></div>

<div id="pf3" class="pf w0 h0" data-page-no="3"><div class="pc pc3 w0 h0"><img class="bi x0 y0 w1 h1" alt="" src="https://csdnimg.cn/release/download_crawler_static/85446233/bg3.jpg"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0">Manko Z. </div><div class="c x2 y2 w2 h3"><div class="t m0 x0 h2 y3 ff1 fs0 fc0 sc0 ls0 ws0">3</div></div><div class="t m0 x1 h4 y4 ff2 fs0 fc0 sc0 ls0 ws0">INTRODUCTION 1 </div><div class="t m0 x1 h2 y34 ff1 fs0 fc0 sc0 ls0 ws0">Formerly in Poland, a little attention was paid to the bridge-specific design and erection of 2 </div><div class="t m0 x1 h2 y6 ff1 fs0 fc0 sc0 ls0 ws0">scaffolds, which was the cause of many serious failures (1), (2), (3), (4), (5), (6), (7), (8). Today 3 </div><div class="t m0 x1 h2 y7 ff1 fs0 fc0 sc0 ls0 ws0">bridge scaffolds are classified as engineering structures and require the detailed design, including 4 </div><div class="t m0 x1 h2 y8 ff1 fs0 fc0 sc0 ls0 ws0">all aspects, which may occur from their erection, through the full loading of the spans during 5 </div><div class="t m0 x1 h2 y9 ff1 fs0 fc0 sc0 ls0 ws0">concreting, to their dismantling, in accordance with the current guidelines (PN-M-47900-3 (9), 6 </div><div class="t m0 x1 h2 ya ff1 fs0 fc0 sc0 ls0 ws0">PN-M-47900-1 (10), and PN-M-48090 (11). When new bridge structures are built over transport 7 </div><div class="t m0 x1 h2 yb ff1 fs0 fc0 sc0 ls0 ws0">obstacles, the continuity of vehicle traffic must be ensured, particularly on national roads, which 8 </div><div class="t m0 x1 h2 yc ff1 fs0 fc0 sc0 ls0 ws0">carry traffic through the whole bridge construction period (12), (13), (14). 9 </div><div class="t m0 xa h2 yd ff1 fs0 fc0 sc0 ls0 ws0">Unfortunately, the heavy trucks (e.g. TIR lorries) and tractor-trailer units carrying various 10 </div><div class="t m0 x1 h2 ye ff1 fs0 fc0 sc0 ls0 ws0">machines and equipment drive through the clearance gates shaped in the scaffolds using during 11 </div><div class="t m0 x1 h2 yf ff1 fs0 fc0 sc0 ls0 ws0">building of motorway bridge structures most often strike at the new scaffold components already 12 </div><div class="t m0 x1 h2 y10 ff1 fs0 fc0 sc0 ls0 ws0">built. It refers these both as well as the trucks of permissible and over normative dimensions 13 </div><div class="t m0 x1 h2 y11 ff1 fs0 fc0 sc0 ls0 ws0">which mainly conducting to serious damages of scaffolds or their structural elements. 14 </div><div class="t m0 xa h2 y12 ff1 fs0 fc0 sc0 ls0 ws0">Using as example motorway viaducts WD-14 and WD-12 built over national road A-18 15 </div><div class="t m0 x1 h2 y13 ff1 fs0 fc0 sc0 ls0 ws0">(which is being upgraded), the failures of the scaffolds erected to build on site the concrete 16 </div><div class="t m0 x1 h2 y14 ff1 fs0 fc0 sc0 ls0 ws0">objects are described and their causes are explained. The cases considered here and the ones 17 </div><div class="t m0 x1 h2 y15 ff1 fs0 fc0 sc0 ls0 ws0">presented previously (1), (2), (7), (13), (14), (15), (16) clearly show the need to modify and 18 </div><div class="t m0 x1 h2 y16 ff1 fs0 fc0 sc0 ls0 ws0">update the guidelines for erecting scaffolds for the building of road bridge structures. This 19 </div><div class="t m0 x1 h2 y17 ff1 fs0 fc0 sc0 ls0 ws0">applies particularly to the minimum headroom (vertical clearance) since the current standard one 20 </div><div class="t m0 x1 h2 y18 ff1 fs0 fc0 sc0 ls0 ws0">is inadequate. The above considerations should be taken into account in the designs of bridge 21 </div><div class="t m0 x1 h2 y19 ff1 fs0 fc0 sc0 ls0 ws0">structures. 22 </div><div class="t m0 x1 h2 y1a ff1 fs0 fc0 sc0 ls0 ws0"> 23 </div><div class="t m0 x1 h4 y35 ff2 fs0 fc0 sc0 ls0 ws0">DESCRIPTION OF OLD AND NEW VIADUCT WD-14 24 </div><div class="t m0 x1 h2 y1c ff1 fs0 fc0 sc0 ls0 ws0">The old reinforced concrete viaduct (built in 1934) consisted of two spans having an effective 25 </div><div class="t m0 x1 h2 y1d ff1 fs0 fc0 sc0 ls0 ws0">length l</div><div class="t m0 xa h6 y36 ff1 fs2 fc0 sc0 ls0 ws0">e</div><div class="t m0 xb h2 y1d ff1 fs0 fc0 sc0 ls0 ws0"> = 14.00 + 14.00 = 28.00 m. The span overall width was 6.76 m, load class D (200 kN) 26 </div><div class="t m0 x1 h2 y1e ff1 fs0 fc0 sc0 ls0 ws0">according to the PN-85/S-10030 (17), the vertical clearance – 4.53 m. The viaduct was situated 27 </div><div class="t m0 x1 h2 y37 ff1 fs0 fc0 sc0 ls0 ws0">at a skew of 45 to the road’s longitudinal axis. Because of the viaduct’s bad technical condition, 28 </div><div class="t m0 x1 h2 y38 ff1 fs0 fc0 sc0 ls0 ws0">it was not worthwhile to upgrade it and so it was demolished (Figure 1). 29 </div><div class="t m0 xa h2 y39 ff1 fs0 fc0 sc0 ls0 ws0">The new viaduct is located at the 0+179.79 km of Cisowa – Jedrzychowiczki (Henrykow) 30 </div><div class="t m0 x1 h2 y3a ff1 fs0 fc0 sc0 ls0 ws0">local road No. 4918009 being upgraded. The viaduct makes possible the safe crossing of national 31 </div><div class="t m0 x1 h2 y3b ff1 fs0 fc0 sc0 ls0 ws0">road No. 18 at its 13+634.37 km. The designed viaduct WD-14 is located in the place of the old 32 </div><div class="t m0 x1 h2 y3c ff1 fs0 fc0 sc0 ls0 ws0">demolished one (Figure 1). 33 </div><div class="t m0 xa h2 y3d ff1 fs0 fc0 sc0 ls0 ws0">The new reinforced concrete viaduct with a trapezoidal single-girder cross section and a 34 </div><div class="t m0 x1 h2 y3e ff1 fs0 fc0 sc0 ls0 ws0">continuous-beam static scheme has four spans with an effective length l</div><div class="t m0 xc h6 y3f ff1 fs2 fc0 sc0 ls0 ws0">e</div><div class="t m0 xd h2 y3e ff1 fs0 fc0 sc0 ls0 ws0"> = 18.00 + 27.00 + 27.00 35 </div><div class="t m0 x1 h2 y40 ff1 fs0 fc0 sc0 ls0 ws0">+ 18.00 = 90.00 m. The axes of the supports are parallel to the national road and with the 36 </div><div class="t m0 x1 h2 y41 ff1 fs0 fc0 sc0 ls0 ws0">viaduct’s longitudinal axis form an angle of 44.99’. The middle spans cross the two carriageways 37 </div><div class="t m0 x1 h2 y42 ff1 fs0 fc0 sc0 ls0 ws0">of the national road. There are technological strips and the local road embankment slopes under 38 </div><div class="t m0 x1 h2 y43 ff1 fs0 fc0 sc0 ls0 ws0">the extreme spans. The main girder is 1.50 m high and 2.70 m and 3.20 m wide respectively at 39 </div><div class="t m0 x1 h2 y44 ff1 fs0 fc0 sc0 ls0 ws0">the bottom and top (at the level of the cantilevers’ bottom). The cantilevers’ width varies from 40 </div><div class="t m0 x1 h2 y45 ff1 fs0 fc0 sc0 ls0 ws0">0.21 to 0.40 m and their outreach is 1.90 m. The overall width of the load-carrying structure is 41 </div><div class="t m0 x1 h2 y46 ff1 fs0 fc0 sc0 ls0 ws0">7.00 m. The overall width of the viaduct is B = 7.70 m, including the roadway between the curbs 42 </div><div class="t m0 x1 h2 y47 ff1 fs0 fc0 sc0 ls0 ws0">(6.10 m) and sidewalks with the rigid barriers (2 × 0.80 m). The viaduct’s total surface area 43 </div><div class="t m0 x1 h2 y48 ff1 fs0 fc0 sc0 ls0 ws0">bounded by the deck edges is A = 7.70 × 92.10 = 709.17 m</div><div class="t m0 xe h6 y49 ff1 fs2 fc0 sc0 ls0 ws0">2</div><div class="t m0 xf h2 y48 ff1 fs0 fc0 sc0 ls0 ws0">. The local road’s technical class is L 44 </div><div class="t m0 x1 h2 y4a ff1 fs0 fc0 sc0 ls0 ws0">(4), (5). The target traffic clearance under the viaduct is H</div><div class="t m0 x10 h6 y4b ff1 fs2 fc0 sc0 ls0 ws0">c</div><div class="t m0 x11 h2 y4a ff1 fs0 fc0 sc0 ls0 ws0"> = 4.70 m. The viaduct traffic loading 45 </div><div class="t m0 x1 h2 y4c ff1 fs0 fc0 sc0 ls0 ws0">is as for class B (400 kN) according to the Polish Bridge Load Standard PN-85/S-10030 (17). 46 </div><div class="t m0 x8 h5 y32 ffd fs1 fc0 sc0 ls0 ws0">TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.TRB 2010 Annual Meeting CD-ROM Original paper submittal - not revised by author.</div></div><div class="pi" data-data='{"ctm":[1.613445,0.000000,0.000000,1.613445,0.000000,0.000000]}'></div></div>