全 文 - 国土技術政策総合研究所
Contents
1. CSV 62. CALS EC 13 13 14 SA 15
3. IT 15 17 1 1 1 1 COM Pe See eee 3 4 5 9 10 i 11 ss 2 SN i 12
4. TS
5. S1 code L1n1 9 0 XSection mposedPnt existence
6. 1 2 3
7. 1 a b c
8. 1 3 3 11 2 EP 0 NO ER UK 7 IP VCL ed
9. 2 3 2 4
10. BuildForm gt lt ComposedPnt location Center gt CL ComposedPnt gt ComposedPnt location Left gt ComposedPnt gt ComposedPnt location Left gt lt ComposedPnt gt ComposedPnt location Left gt ComposedPnt gt BuildForm gt lt gt 0 7 0 2 lt gt gt 8 00 1 5 lt gt 12 35 24 35 30
11. 1 TS 1
12. 1 2 3 2 5 2 6 2 2 2 5 2 4 2 5
13. 1 2 3 3 2 3 3 PDF
14. ex No 20 12 623 TS 6 6 lt gt 0 7 0 2 lt gt
15. location string Left component string Type boolean 3 code String SeriesPnt 1 5 false 3
16. 3 3 3 1 TS TS TS TS
17. 11 1 1 8 3 XML XML PDF MEET Di MEET XML TS 16 6
18. D A B 3 P27
19. 25 1 3 6 26 1 3 7 1 2
20. 1 1 4 TS Total Station 1 TS TS TS
21. 2 1 2 2 CL FH No 39 40 000 3940000 FH 20742 1 v iD 000 No 39 20000 6 No39 60000 a 3920 000 lLin 396
22. 2 2 AB D 3 3 8 3 9 4 3 P37 bySupervisor bylnspector 3 8 3 9 3
23. 1 2 3 4 2 4 2 5
24. TS TS ICT 2008 11 1 1 4 3 7
25. TS TS 100m TS 100m TS TS TS 1 TS 100m
26. TS TS TS TS TS
27. 10 1 1 7 1
28. edi 2 2 PWM 2 2 Wh 2 1
29. 5 Es 6 2 B 1 1 2 CL
30. ICT 1CT ICT TS 1ICT 3 TS
31. 3 ex 2 3 1 1 1_ 1 mm 11 3 3 3 2 1
32. 1 1 3 1 1 3 2 4 1 1 3 8 2 3 TS 1 1 2
33. RaW 1 2 3 TS TS TS TS TS TS
34. TS TS 5 SO 6 TS FE 0 lt rgm CRSa gt ww 4 i gt lt TS 3 oe I 1 1 1 0O ControlPoints gt 1 y lh gess 1 1 1 1 1 1 I 1 I H 1
35. 1 2 3 10 19 3 11 1 A B D 1
36. 3 TS 3 3 3 3 4 0 0001m 39 2 2 4 25m som 5Om i 1 2
37. 30 2 X 2 Y 4Z 10 mm XY 20mm 2Z 10mm 29 151 30 150 2 30 150 4X IY 4Z 2 TS
38. 2 2 2 2 1 TE No 39 40 000 S No39 60000 No39 80000 i 20000 I 4 U No40 40000 No40 60000 No40 80000 No41 8 2 4 1
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40. 44 2 1 eo 4 lt 1 1
41. re O 3 Synopsis In this study to operate as built management with the total station from 2005 fiscal year to 2007 fiscal year by the real construction the trial construction was executed Standards were settled on to describe how to operate for the construction the supervisor and inspection staff who made the road earthworks and the river the coast and the erosion control earthworks Moreover specifications to develop as built management system with the total station for the road earthworks were operated to the public Key Words total station as built management three dimension information Information Technology Division Research Center for Advanced Information Technology
42. 1 10 1 1 3 82 EE 0 1 EE EE 1 10 28 DH3T 3 Hn 1 5 GEHeT 5 ET 1 EG Bl 1 5 19 5 15_ RT 9 152 511 1 2 TE 1_ IT LS 1HU 1 2 1 1 wa I EE ME ME I a 1 8 5 EE os 1 345 Las _ 1 11 5 1 12 29 1 1E 1 a 1 20 EO TA 1 1 1 3 30 1 2 1 1
43. Ver1 0 1 2 1 3 BE 2 2 2 3
44. 2 1 lt 2 5 TS 3 2 6 3 3 1 1 XML _ A A B 1 CL or as mast TS TS
45. TS 1 2
46. 1 2 3 7 2 TS
47. TS 1 1 TS 1 TS GPS 2 1 2 TS 1 2 9 TS 3 1
48. 4 1 CL rE rE 3 SU HI 1 m 18 NOD 39 20 000 NOD 39 40 000 Fn TEH HH 18 19 RD NM 40 20 D00 psg oo Oh
49. 2 1 2 5 2 1 2 5 TS TS 3 3 1 TS TS TS
50. 3 PDF XML XML XML 4 TS 2 81 JI 82 bE 83 Ea 84 85 BE I
51. 1 lt BuildForm name gt lt BuildForm name gt XSection ComposedPnt seriesPnt ComposedPnt code XSection XSection xSectChg true
52. TS 27 1 3 8
53. 1 3 StartElementPn EndElementPn ElementPnt Name 19 1 EE Line Le Re TS WW h gt W INeme ai emm mm lmesle 2 i Curve ree RE 2 LName Sehaa Direction Sstring ME EC Ne doubie LEIA Clothoid Clothoid EN gt Direction sum 20 LC 4 StartRadius RET double lt gt 0 0 7 2 4 gt H 4 EndRadius Wi lt gt 0 0 7 2 A
54. 1 2 TS 1 TS 1 2
55. TS TS 1 1 6 TS 1 2 3 4
56. IP54 E TS 1 JSIMA 3 TS 2 TS 3 2 1 2 2 1 TS B5 3kg TS 2
57. 1 2 3 12 21 3 13 A B D 3 2 3 6 3 12 3 2 3 6 3 12 3 2 3 6 lt 3 12 3 13 22 3 14 1 TS 2 TS 3 TS
58. ICT TS ICT 3 ICT
59. SA 16 TS CAD 3 17 19 TS
60. 2 3 35 2 1 5 1 2 1 3 7 ee
61. 1 2 TS 1
62. TS TS TS TS 16 TS TS 2 1 TS 2 2 TS TS TS TS 2 1 17
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64. 1 i wa rr er jp gt 3 1 a 1 1 NSS Da 2 1 TS 1S _ O TS TS 2 2 TS 2 18 18 6 2 2 TS TS
65. 2 TS TS 3 TS TS TS 23
66. lt gt gt refVertical xSectChg controlSect list of double code ocation componentType seriesPnt slopeType existence 0 oo list of gt list of string workType controlltem targetScope targetRegio targetPntType XSection XSections LXSectin em 0 oo XSection 0 n rgm Alignment Name rgm Alignment rgm Alignment Name
67. f a 127 127 CCYY MM DD 1 0 10 1 CCYY MM DD 16 1 1 2004 01 01 CCYY MM DD gt 10 CCYY
68. 2 5 2 B 1 1 mm Ec
69. 3 4 3 6 2 5 2 HE a 1
70. 2 1 3 7 RE 2 4 1 wT R OS 1 2OOm 1 1 200m 1 1 1 200m 1 1 42 2 1 1 2 3 4 5 6 7 NU SA 8 9 TS GPS
71. 3 4 10 3 5 TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS 1 TS
72. TS TS TS XML 2 3 TS 2 2 18
73. i TS XML 1 7 XML as em eg me Eee mm ee ee ee 2 3 TS 3 19 19 3 2 3 TS TS TS TS
74. 2 4 6 5 6 6 3 7 TS 1 2 3
75. TS TS TS 1 1 TS
76. 2 1 3 1 IP IP
77. CK 5 20 1 3 2 1 3 2 2 1 2 3 4
78. TS 100m 1 TS s TS e e e eS s e TS 2 TS MY 1 TS
79. 3 1 2 4 4
80. PDF XML 1 1 5 1 3 TS 1 2 TS 3
81. TS 4 OO TS a TS TS b TS 1 3 c
82. 3 1 3 2
83. TS 1 2 8 TS TS TS TS TS TS TS
84. ou WE RI 2 2 Eee 32ITS OO 9 1 2 1 2 1 24 3 16 20060002 1 2 3 1 TS 2
85. XML 2 P22 P24 3 4 3 D AB
86. 3 2 2 2 3 2 2 2 6 2 1 lt 2 5 TS
87. 3 2 1 2 3 1 FormContorol
88. 3 3 X Y BC EC 20m cc SSG IP IP aa el 2 2 P22 P24
89. 4 TS 5 TS 6 TS TS 6 TS 8 TS 9 2 10 23 3 15 1 2 3 3 1 2 3
90. 3 5 TS TS CN 20 3 20 3 20 3 20 3 TS 20
91. 2 2 1 3 NOz WOOO _ 6 R1ri RZ dq MY tO LUDM 4 00 lt EL COOm RE el 1g 1 3 5 MEET 1 XML
92. name string 26 ComposedPnt ComposedPnt Pnt CL double componentType gt gt CL
93. Dy 5 2 12 28 TS 20 3 5 PR 1 2 eeeeeee gt 3 2 1 3 2 2 esI 4 2 3 4 7 2 4 4 8 2 5 4 10 2 6 11 3 a 12 3 1 12 S22 Ni i 13 3 3 Te 14 1 TS
94. P10 P21 X Y 3 4 2 D AB D AB Es
95. 1 2 3 3 XML TS 2 2 2 1 TS 1 2 TS 3
96. 6 a ner CNT 4 a 6 TargetPnt i lt gt 29 BunldForm ComposedPnt CL
97. 81 82 83 84 85 2 3 4 1 m 3
98. 1 eee 1 LRN NA aR 1 NN Ti 1 Eo 1 1 6 2 29 2 00 2 3 7 6 5 aa 10 66 EEORR 0 25 Eo 37 1 2 1 XML 2 Extensible Markup Language XML 1 0 Third Edition W3C Recommendation 04 February 2004 3 XML Schema Part 0 Primer Second Edition W3C Recommendation 28 October 2004 4 XML Schema Part 1 Structures W3C Recommendation 2 May 2001 5 XML Schema Part 2 Datatypes W3C Recommendation 02 May 2001 6 XML Path Language XPath Version 1 0 W3C Recommendation 16 November 1999 7 XML TR TR X 0015 2002 8 2 0 I 2002 3 9
99. W gt 2 NO 0 4 512 1 gt 1 2 TS 2 1 17 17 6 2 1 TS TS
100. 2 TS TS TS 3 3 3 4 1 D AB X Y XML X Y 1
101. 3 3 8 3 9 4 3 P37 bySupervisor byInspector P37 MeasurePnts cE olx NO 0 4 512 1 d 102m Y 4 512m HH DO5o06m IV es 10 OA Ox 14 3 12
102. TS 1 10 2 10 TS 3
103. 5 3 9 18 3 10 AB D 2 P37 FormControl 1 2 2 2
104. 13 1 1 16 6 mm 01 16 6 MEET XML TS
105. FormControl FormControl MeasurePnt CL FormControl controlSect 39 lt tsf MeasurePnts classification EormControl koujime sokuteisha refAlign 27 gt lt tsf IMeasurePnt pntName P000001 controlSect
106. d 2 4 up PC b c
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108. 3 3 4 0 0001m 33 2 1 4 40m 1 1 2 49 40m 1 1 2 1 10cm TS
109. IP54 TS TS 1 F 1S XML XML IF TS TS TS 1 4 TS 1 2 2 3 4 TS 1 F 5 XML
110. rgm StationEqguation rgm ElementPnts rgm PIls 0 1 rgm IntermediatePnts 0 1 rgm GmElementl1 n rgm Superelevation 0 1 Name string gt Rs StartStationNO integer lt gt 2 CumulativeDist double EndAddDist string IP ap IP FE FE lt Horizontal Name String StartStationNO 0 StartAddDist 0 0000 EndStationNO 3 EndAddDist 13 2510 Length 73 2510 Method IP Note gt Method lt Horizontal gt 13 1 No 0 0 No 1 0 No 2 0 No 3 0 No 3 13 251 EP 1 70 90 110 123 251 1 rgm StationEguation A rgm Interval rgm Brake 0 n lt StationEquation gt lt Interval Main 100 0 Sub 20 0 gt lt Brake
111. E 3 4 18 9 20060922 18 10 20061009 25 20070001 1 20 1 21 TS OO ABC 100 240172 RZ004008
112. P37 FormControl Qualityspecion ExtraFormcontrol MeasurePnts 1 2 3 7 2
113. lt xml version 1 0 encoding Shift_JIS gt lt IDOCTYPE meetdata SYSTEM MEETO03 DTD gt lt meetdata DTD_version 03 gt lt gt lt 2 gt 1 lt gt lt gt lt gt lt gt TS lt gt lt gt lt gt lt gt lt gt lt gt lt gt lt gt 2006 06 09 lt gt lt gt 2006 06 20 lt gt lt gt 2006 06 30 lt gt lt gt lt gt M0001_01 XXX lt gt lt gt TS lt gt lt gt A _2006 lt
114. 1 2 TS 3 1 7 1 TS TS 2 TS TS 1 3 1 2 XML Ra
115. 2 TS 3 1 3 2 TS 1 TS X Y 2Z 10 mm TS 4 2 TS
116. 17 30 150 TS TS s 100m 9 2 1 3 TS 3 TS 3 3
117. 2 2 a BP x y Bc ey EC x y IP x y EP x y 1 1 3 BP x y BP 2 BC x y BC 2z EC x y EC z IP x y VCL D EP x y x y z No 3L2 5 x y z 3 3 ee
118. 20 3 20 3 20 3 20 3 TS 20 3 TS 20 3 TS 20 3 1 CALS BPC CALS EC
119. 4 CL CL 3 6 13 3 6 Ver2 0 14 3 7 1 A B D TS 1
120. 12 20 3 1 1 51 Fi ER 1 2 2 2 2 2 2 3 4 3 1 0 4 3 2 TS as 5 3 3 ki 7 3 4 kk 8 3 5 TS i 11 3 6 i 12 3 7 li 15 3 8 kk 3 9 18 3 10 19 3 11 oe 20 3 12
121. 15 12 16 6 20 3 TS 10 ITS
122. TS 100m 4 3 4 1 1 2 4 3
123. 2 TS TS 3 4 1 P10 P21 X Y 3 3 2 2
124. 27 slopeType string peert Ce 1 x Rate existence boolean true ee gt location Left Rignt componentType slopeType componentType Other gt gt slopeType 28
125. workType controlItem targetScope 1 1 targetRegio 2 i i EE EE EFT FFIEC EE a a FormCtrlTarget TS ComposedPnt targetPntType
126. FarmCtrlTarget ComposedPnt code list of string targetPntType RE CutWork O RE _FillWork O controlItem String Ri SI Height 1 targetScope Fn 1 targetRegio gt 1 2 targetPnt Type string Shoulder Toe yy RE
127. a Na X 1 3 1 1
128. TS 3 2 1 81 82 83 84 85 2 3 4 3 3 TS 20 3
129. gt lt gt TS lt gt lt gt lt gt lt gt M0001_02 XML lt gt lt gt ITS 01 gt lt gt 2006 lt gt lt gt OO TS lt gt lt gt lt gt lt gt M0001_03 XML lt gt lt gt ITS 01 gt lt
130. gt 2006 lt gt lt gt OO TS lt gt lt gt lt gt lt gt M0001_04 PDF lt gt lt gt ITS 01 gt lt gt 2006 lt gt 14 lt gt O TS lt gt lt gt lt gt lt gt M0001_05 XML lt gt lt
131. MM OK X CF Card2 Fc1nn 5AvEn2 hashimo 1 SawED3 savEnd cmi2_Hourc Eumpm ILU wml Ed11213141516 718ll9 raglalwlelrltlylulilelglrlT EaplalsTalfllnlilkTilzI Ce 11 15 3 13 3 2 3 6 lt 3 12 3 TS 3
132. 3 TS refCRS 2 X Y 0 co name x x y y E class note 2 2 Ver1 0 1
133. Rk i 16 TR io 16 1 2 2 TS ki 17 18 19 20 20 es OM A cc ea 21 1 3 3 TS 22 23 i i k 25 L860 RN 26 27 28 31 S ie1 PISA MEW 31 2 31 2 32 0 EE 33 2 4 i 34 2 NA ci 36 2 ki 37 LN OE i 37 2 38 39 2 2 4 40 2 2 5 42 1 8
134. gt TS 02 gt lt gt 2006 lt gt lt gt TS lt gt lt gt lt gt lt gt M0001_06 XML lt gt lt gt ITS 02 gt lt gt 2006 lt gt lt gt TS lt gt lt gt lt
135. mm mm mmm mmm oe 1 1 TS TS 1 2 3 4 5 6 2 1 TS TS
136. 3 5 TS TS TS TS 1 TS TS 2 TS TS TS 2 1 TS TS 1 TS TS TS
137. 4 5 1 2 3 7 16 3 8 A TS 100m 2 TS 100m TS
138. 1 3 7 2 1 X 1 012m Y 4 512m 8 3 P37 Formcontrol QualityInspecion ExtraFormControl MeasurePnts 12 3 10
139. 21 3 13 DO 22 3 14 EKEKKKKR ERR 23 3 15 ii 24 3 16 ak 25 1 TS TS 1 TS
140. 3 3 4 CL 5 CL 12 TS 1 2 CL 3 1
141. 1 TS TS 3 2 TS TS 1 2 TS 30 150
142. TS 3 IP54 2 2 TS 1 2 2 3 4 TS F 5 XML F 1 TS 2
143. 20 3 1 2 TS 1 3 2 3 4 3 TS 1 2 2 1 1 2 3 4 5 SO ON 1 1 OR CR TS
144. TS 1 TS TS 3 TS TS 2 TS TS TS _ TS TS
145. TS TS 20 3 1 2 TS TS 1 TS 2 1 TS 3 TS TS 3 2
146. 3 3 Eee 2 TS 1 1 1 1 5 2 4 3 4 4 3 4
147. 3 1 1 1 1 5 2 1 1 3 1 1 3 2 3 1 1 2 4 2 1 2 1 1 1 3 8 2
148. 2 2 1 200mX 1 1 200m 1 1 1 200m 1 1 36 2 2 2 1 TS 1 2 3 2 3 i 9 7 2 2 2 TS TS OND NR ECE
149. 94 lt gt lt gt lt gt lt gt N lt IN 2 gt lt gt Left Right 1 2 NS 1 2 i 3 lt gt 4 nner Outer lt gt Toe Shoulder lt gt gt Shoulder Toe NN N 2 1 1 2 35 lt tsf XSectnon cumulatnveDist 60 000000 controlSect true gt lt tsf BuildForm name gt lt tsf ComposedPnt code F1n0 location Center exnste
150. CL 2 3 4 15 1 2 TS 1 2 3
151. XML om m 2 2 1 1 TS 3 3 TS TS TS TS TS 1
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153. rgm CRSs gt lt ControlPoints gt rgm RoadGm gt rgm Alignments gt rgm Alignment gt XSections gt MeasurePnts gt rgm Horizonta gt rgm Vertica gt 6 1 6 2 TSFormControlData TS TsFormiontrolbata TS rgm CRSs ControlPoints 0 1 rgm RoadGm XSections 1 n MeasurePnts 0 n rgm CRSs rgm C RS rgm GreodeticDatum 1 oo rgm VerticalDatum rgm HorizontalCoordinateSystem rgm VerticalCoordinateSystem rgm Remark 0 1 xp lt CRSs gt
154. 4 5 1 2 1 3 6 mm 2
155. 10 rgm Alignments rgm Alignment rgm Horizontal rgm StationEquation 1 00 rgm ElementPnts i rgm Pls irgm lIntermediatePnts rgm GmElement 1 oo rgm Vertical 1 oo a Alignment RT 11 rgm Horizontal rgm Vertical gtG go 5 zo CrsName INee 11010 lt AlignmentS gt 6 lt Alignment Name 1 Note OO O RefCRS CRS1 gt lt Alignment gt lt Alignments gt 1 Name 2 rgm CRS rgm CRS Name 12 1 StationEgquation N 4 ElEmertPnts
156. 17 1 2 3 TS TS TS TS TS TS
157. 100m 1 TS TS 100m TS 100m TS TS 100m TS 11 3 9
158. TS 22 1 3 4 TS TS 1 TS TS TS 2 TS 100m TS 100 m 5mm
159. 25m som NN 1 2 W1 W2 1 10cm TS 10cm 0 59 2m 1cm Y 40 S 2 0 m E ee BN J 5 2 07 E 2 06 Q 205 204
160. 1 8 2 TS 9 3 10 4 11 5 TS 12 6 7 1 8 TS TS NO 48 10 02
161. TS NN TS TS s 17 30 150 TS TS s 100m 38 2 2 3 TS
162. gt lt gt M0001_07 PDF lt gt lt gt TS 02 gt lt gt 2006 lt gt lt gt TS lt gt lt gt lt gt lt gt 20 3 gt lt gt lt gt lt TAG gt lt TAG gt lt meetdata gt 15 2 TS 1 2 1 TS
163. a 2 ControlPoint name String X doub gt X Y doub gt Y E ek ee String BenchMark sting lt lt gt a lt gt ee class string 0 2 6 5 mPntsGrn Em RoadtGm 4 henments
164. 1 2 TS TS 3 TS 2 1 2 2
165. 18 TS 19 18 TS 2 3 19 3 1 TS 3 1 17
166. 2 NI 3 4 21 1 3 3 TS TS TS
167. B5 3kg 3 50 2 4 IP54 5 TS TS TS 6 3 3 1 1 PC 2 TS
168. TS CALS EC 2005 6 TS 17 18 19 3 3D
169. double lt gt double lt gt 21 rgm PVI 2 n a rgm Horizo ntal Nam RefHorizontalName String G 3 CumulativeDist Ri doulbe lt gt EndStationNO kT Eo integer lt gt 4 EndAddDist double gt FE EE ag lt Vertical Name 1 RefHorizontalName 1 StartStationNO 0 000000 StartAddDist 20000 0000 EndStationNO 14 570036 EndAddDist 30000 0000 Length 10000 0000 Note gt lt PVI PVltype gt lt PVIPnt StationNO 0 000000 VCL 100 000 VCR 915 273 PH 543 671 CumulativeDist 0 0000 gt lt PVI gt lt PVI PVltype gt lt PVIPnt StationNO 14 570036 VCL 100 000 VCR 915 273 PH 354 671 CumulativeDist 0 0000 gt lt PVI gt lt Vertical gt 22 PVL i PvPm
170. 3 3 3 3 3 3 1 3 3 E HGU1 CUH5G
171. rmiPVIPnt PVIType i string 0 SNR 23 2 AddDist double lt gt CumulativeDist Pe double lt gt 2 double lt gt 24 6 6 0 oo 0 co 3 00 refAlign cumulativeDist name lt CL gt
172. lt 1 20 3 MO 12 7 127 1 0 yz mmm S 127 Mt a NN 0
173. 30 lt 150 2 1 3 3 1 2 TS TS TS 1 1
174. 4 CL CL 5 3 3 1 2
175. PPM 16 6 1 MEET XML 3 MEET XML 12 1 1 Jo 12 00012 0 15 0 5 16
176. TS TS TS TS TS a TS 3 TS b TS
177. XML EE PE 1 2 2 1 TS TS
178. 2 OR 1 0570Km 3 0506m 0064 m 8 7 10 3 8 TS TS TS 1 TS 100m TS 2 100m TS H17 TS
179. P37 FormControl 2 9 9 rE 1 9 13 3 11 3 8 3 9 3 10 1 3 10 TS 2 3 3 8 3 9 4
180. TS 2 TS TS TS 3 6 TS 1 2 CL 3 1
181. TS 1 2 1 2 1 ET Hl 2 1 2 TS TS NDR ECE TS ES TS TS s
182. targetPntType Tnner Outer gt L1n2 Liln3 lt tsf FormCtrlT arget gt lt tsf FormCtrlTarget workType RE_FillWork controlltem SlopeLength targetScope targetRegio 2 targetPntType Shoulder Toe gt L1n3 XL1n3 L1n4 lt tsfFEFo rmCtrlTarget gt lt tsf Build Form gt lt tsf XSection gt 1 1 36 6 MeasurePnt MeasurePnts MeasurePr MeasurePnt 0 n classification string FormControP QualityInspection bySupervisor lc ln gt i nw a MM rgm Alignment
183. TS 1 TS 2 TS TS 3 TS 3
184. TS TS 1 2 TS
185. MM DD 16 4 20 2004 04 20 CCYY MM DD 1 0 10 CCYY MM DD HYPHEN 16 6 9 2004 06 09 MINUS XML TS mm XML ITS PDF TS mm mm 2 127
186. TS 2 TS 3 5 11 3 6 1 A TS 1 1 2 CL 3 3 4 CL
187. 3 ExWertiralGurfaceLines rgm GmPntsGrp 0 1 rgm Alignments rgm ExVerticalSurfaceLines 0 1 zk tnt q owing lt gt Classification EER string gt 1 1 1 2 1 3 1 4 2 1 2 2 3 1 3 2 3 3 3 4 3 5 4 1 4 2 4 3 4 4 120 100 80 60 50 40 30 20 km h lt RoadGm Classification 1 2 RouteName OO OOJCT 5 OI C DesignSpeed 60 TrafficVolume 28400 gt DesignSpeed Integer lt RoadGm gt XML Schema _1 rgm GmPntsGrp gt a a kc TS lt rgm RoadGm gt ee SS TS
188. TS 3 TS TS 2 TS TS TS TS TS TS ik Sa TS
189. ee 10 3 8 11 3 9 12 3 10 13 3 11 14 3 12 15 3 13 16 H18
190. 2 CXML 3 PDE 3 20 3 1 1 2 2 2 2 2 2 4 2 3 3 3 1 3 SS TS 3 3 4 3 4 5 3 5 TS 8 3 6 I 9 3 7
191. 3 1 3 4 TS TS 100m 19 3 TS
192. TS 2 2 1 1 TS TS 2
193. false controlSect true Co existence true 4 NS code R1n1 SMUSSE a 00e R1n2 CS false oO code R1n3 existence false o Compos edPnt seriesPnt false Code XL1n2 L1n1 seriesPnt false Code XR1n1 R1n2 SerieSPnt false 3 33 FormCtrlTarget FormCtrlTarget
194. TS TS Ox DD 200 7233498 OS windowsCE NET4 20 Ver 1 02 05 1 TS TS TS TS TS TS 182 x 102 8 x 58 3 0 5 Kg IP54 2 2 1 USB 2 2 TS T 9 48 076 86 736 0 058 A 0 000 0 000 0 000 26 20070001 2 T 1 T 3 30 T 0 T 4 A 48 217 86 981 0 055 2 2 TS T 1 T 3 30 T 0 T 4 A 48 217 86 981 0 055 T 1 T 4 150 T 0 T 3
195. 1 2 4 5 TS 1 5 T S FL 057OKm 0506 m 1 000Xm 1 01 2 m 1 2 3 4 1 9 24 1 3 5 TS
196. TS XML ee 1 1 2 2 1 TS 1 JSIMA 3 TS 2 TS 3 1 TS TS 2 TS 3 TS
197. lt gt 8 00 1 5 lt gt 12 35 24 35 A 1 4 TS 3 1 5 TS R1N2 F1NO L1N2 L1N3 RIN3 L1N4 1 5 TS TS TT1 2 L1
198. 5 SB timeStamp lt gt swmg lt gt a gt TS MeasurePnts MeasurePnt classification FormControl MeasurePnts FormControl 1 MeasurePnt 1 38
199. NO 49 10 02 1 U57U 2470 mm U oO66 2 465 mm 0004 m 0 Q05 mm 1 8 TS 18 1 2 4 4 3 4 lt 1 3 4 TS 3 4
200. lt CRS CrsName CRS1 gt lt GeodeticDatum gt JGD 20000 lt GeodeticDatum gt lt VerticalDatum StdName T P DifferToTP 0 0 gt lt HorizontalCoordinateSystem gt 9 X Y lt HorizontalCoordinateSystem gt lt VerticalCoordinateSystem gt H lt VerticalCoordinateSystem gt lt Remark gt 9 lt Remark gt lt CRS gt lt CRSSs gt XML Schema rgm GeodeticDatum rgm VerticalDatum rgm HorizontalCoordinateSystem rgm VerticalCoordinateSystem rgm Remark 0 1 1 FGeodeticDatum Datum EE string JGD2000 2000 WGS 8 i TP 2 T P TP 0 8402 m 0 8333 m 0 113
201. rgm Alignment rgm Alignment Name sting lt gt refAlign string Name 9 7 X Y list of double lt gt gt dm IS doub BODO re mulativeDist ComposedPnt ual NCN i ti Dj t 1 d bl gt ZR lt i 085B IN GL 5 NN 002 CL m CL
202. 3 16 2 1 1 3 GIS ICT 1 2
203. 0 ng PP 1 H 2 TP ET lt gt 6 4 0 1 ControlPoint refCRS name x x y 0 class note name x ix y y E class note nntrnlPnints PS 0 n BenchMark 0 n fCRS CRS MM rgm CRS rgm CR CrsName s Name
204. 1 mm 3 4 CL 1 2
205. 43 2 1 1 2 2 1 1
206. TS 100m TS 3 8 17 3 9 A B D 1
207. 1 2 TS 30 150 3 2 3 3 1 C C TS 1 C 1
208. 1 2 3 1 3
209. 1I F 2 2 3 3 1 1 PC 1 XML E XML XML 1 1 PC
210. A 48 283 83 099 0 046 T 1 T 3 1 29 T 1 T 4 2 151 2 3 2 4 2 5 TS TS TS 2 6 2 6 2 7 2 7 2 20070001 3 2 8 2 9 2 10 2 11 2 2 11
211. 2 0 V 2002 3 10 2005 1 11 LandXML 1 1 LandXML org 3 XML XML1 0 4 XML XML Schema XML Schema XML Valid XML Document 5 XML XMLShema UTTF 8 UTF 16 6 XML Schema TSFormControlData xsd rgm XML Schema 6 1 6 1 lt TSFormControlData gt TS
212. TS 1 1 2 1 1 3 1 2 3 4 5 16 6 1 TS
213. refVertical Se rgm Vertical Name rgm Vertical rgm Vertical Name 25 NNR NI 5ectinn 95ectian ar ES BuildForm 0 n we EE cumulativeDist 2 true NE We 3 iwa PRS PP a cumulatveDist ComposedPnt ComposedPnt 7 3 n FormCtrlTarget 0 n
214. ws 7 1 7 TS 16 1 2 2 TS TS 3 TS TS 3 TS 5mm 5ppm xD 20 1 D m 2 ppm 10 100m 100mX10 0 1 mm 4 3 TS TS 3 TS TS
215. 2 3 4 2 3 2 3 1
216. 203 2 02 S 2 0 m 1 99 0 0 1 0 2 0 3 0 4 0 5 2 AL m 2 2 2 3 3 3 2 2 2 3 41 2 2 5 1
217. 5 56 896365 x 38380 537606 y 18641 437048 E 3 517299 CumulativeDist 998 5773 TangentDirectionAngle 96 50 52 414 gt lt IntermediatePnts gt 2 a a TangentDreotonAnge CE 18 rgm Line 0 n rgm Curve 0 n rgm Clothoid 0 n gEG ORG FT 5 StartElementPnt string rgm ElementPnt Name ame IP IP Method IP EndElementPnt RefPI rgm PI Name lt GmElement Name StartElementPnt KA1 1 EndElementPnt KE1 1 RefPl IP1 gt lt Line Name L1 Length 58 9937 gt lt GmElement gt lt GmElement Name StartElementPnt KE1 1 EndElementPnt KE1 2 RefPl P1 gt lt Curve Name R3 Length 253 5836 Radius 300 000 Direction ccw gt lt GmElement gt 1 2
218. O TE TE HE LA COs NE 5 5 HE CN CO LO CD CO Cn CD 15 ElementPnts lementPnt rm rgm ElementPnt 2 n zkM k lt ElementPnts gt lt ElementPnt Name KA16 1 x 38380 538689 y 18641 517299 E 3 517299 Note WW gt lt ElementPnt Name KE16 1 x 38387 865389 y 18493 517299 E 4 175929 Note WW gt lt ElementPnt Name KE16 2 x 38481 538689 y 18405 517299 E 3 517299 Note WW gt lt ElementPnt Name KA17 1 x 38576 865389 y 18397 517299 E 4 175929 Note gt lt ElementPnt Name EBC17 1 x 38705 538689 y 18388 517299 E 3 517299 Note gt lt ElementPnts gt 0 aki a cw lt gt gt CT 16 IP IP IP rgmiPI 0 n lt Pls gt l
219. BeforStationNO 4 625773 AfterStationNO 8 200000 CumulativeDist 462 5773 gt lt StationEquation gt 8 au iT Main Mn double lt gt sup lt 14 O BefareStatignN CumulativeDist double AfterStationNO integer lt gt Peer AfterAddDist double lt Brake BeforStationNO 16 BeforAddDist 15 723 CumulativeDist 335 723 AfterStationN O 14 AfterAddDist 3 819 gt Br 51 904 SAR mw mmm Ho er ran PH bet Onl
220. HH gt I NE XSections gt 1 1 es Yi 1 XML 90 3 2 TS 1 TS 2 1 5 2 1 TS 3 TS 2 1 5 4 TS
221. INo380 Nod1 10 nl Fr FT No 38 No 38 20 000 No 38 40 000 No 38 60 000 No 19 40 nn 1940 26 0 No 38 80 000 No 39 16 667 3916 667 400 No 39 No 49 20000 4920 0 No39 20000 No 39 40 000 No 39 60000 No 39 80 000 No 40 No 40 20 000 L 150 000 No40 40000 No40 60000 No40 80000 No41 6 RoadGmxml Projectlnfo CreatorInfo 1 1 CRSs CRS 1 GeodeticDatum 1 n VerticalDatum 1 1 n GmPntlype
222. 0 000 Tr 5 m 7002 mm 3 ET EEC 20567 FH 9 3 1 S I MA 4 1 2 5
223. 10 1 3 10 TS 2 3 3 8 3 9 4 3 11 20 3 12 A B D XML XML
224. 2 n HorizontalCoordinateSystem 1 VerticalCoordinateSystem M RoadGm GmPntsGrp GmPnts Brake lt gt 1 n n 1 Alignments Alignment Horizontal StationEquation 1 n _ DesignSpeed NN _1 Interval Pls a 1 lt extend gt gt _ AM IntermediatePnts 2 n IntermediatePnt ElementPnts Superelevation n CPVI SPVIPnt IsSide 1 Vertical PVI PVIPnt 2 n 1 PVIType 1 ExVerticalSurfaceLines ExVerticalSurfaceLine ExVerticalSurfaceLinePnt 1 2 n n Line GmCurveType _ n Curve Direction Clothoid Ver1 0 1 2 7 UML 2 3 2 2
225. 3 S 20 3 TS 20 3 20 3
226. 80 targetPnt L1n2 cumulativeDist 80 0017 cLOffset 36 6575 timeStamp 2007 02 24T14 27 10 gt 80303 8936 60061 769 118 2842 lt 7tsf MeasurePnt gt lt tsf IMeasurePnt pntName P000002 controlSect 80 734 targetPnt L1n2 cumulativeDist 80 7812 cLOffset 36 7705 thmeStamp 2007 02 24T14 28 40 gt 80304 1083 60061 2361 118 2756 lt tsf IMeasurePnt gt tsf IMleasurePnts gt lt tsfEEMeasurePnts classification QualityInspection refAlign 27 gt lt tsf IMeasurePnt pntName P000101 controlSect 80 targetPnt L1n2 cumulativeDist 80 0017 cLOffset 36 6575 tmeStamp 2007 02 24T14 27 10 gt 80303 8936 60061 769 118 2842 lt 7tsf MeasurePnt gt lt tsf IMeasurePnt pntName P000102 controlSect 80 734 targetPnt L1n2 cumulativeDist 80 7812 cLOffset 36 7705 timeStamp 2007 02 24T14 28 40 gt 80304 1083 60061 2361 118 2756 lt tsf MleasurePnt gt tsf IMleasurePnts gt lt tsf MeasurePnts classification bySupervisor refAlign 27 gt lt tsf IMeasurePnt pntName P000201 controlSect 80 targetPnt L1n2 cumulatnveDist 80 0017 cLOffset 36 6575 tmeStamp 2007 02 24T14 27 10 gt 80303 8936 60061 769 118 2842 lt 7tsf MeasurePnt gt lt tsf IMeasurePnt pntName P000302 controlSect 80 734 targetPnt L1n2 cumulatnveDist 80 7312 cLOffset 36 7705 tmeStamp 2007 02 24T14 28 40 gt 80804 1083 60061 2361 118 2756 lt tsf IMeasurePnt gt tsf IMleasurePnts gt lt tsf Mea
227. C 12 TS 20 3 1 2 kk 2 2 2 kk 2 3 2 4 2 5 2 6 i se 3 1 82 3 1 TS TS
228. ISSN 1346 7328 483 20 11 TECHNICAL NOTE of National Institute for Land and Infrastructure Management No 483 November 2008 Material concerning as built management with uses total station Fumihiko KANAZAWA Yoichi TANAKA Akinhiro KAMBARA National Instutute tor Land and Infrastructure Management Ministry of Land Infrastructure Iransport and Tourism Japan Technical Note of NILIM 483 2008 11 No 483 November 2008 Material concerning as built management with uses total station Fumihiko KANAZAWA Yoichi TANAKA Akihiro KAMBARA 17 19
229. SSE 20119 20181 mL 20272 FH 623 FH m 6d40 1 1 3 1 PDF 2 3 1 PDF 2
230. T1 TS L2 T2 TS TS T1 L1 T2 L2 9 we eieie ee 1 6 PDF PDF XML
231. TS 1 2 rgm CRSs rgm GeodeticDatum rgm VerticalDatum rgm HorizontalCoordinateSystem rgm VerticalCoordinateSystem 0 1 ICRS1 2000 9 9 P TP TP YP AP T P 0m 08402 WP 1 1344 PP 5 3
232. TS TS lt ControIPnts gt 1 TS TS 3 2 TS 2 TS 3 TS
233. UT 3 2 m El O 3g 16 66O 4 VeLm 400 000 VC 4 3 3 P27 P26
234. ap 7 16 4 2ZU 816 14 LA ll 3577 19 14 6B51 21 467e2 357 fB 14 6661 258 3 15 B5G9 BB 2 8 D092 41 3501 386 422 1 258 35 1 6568 1 036 258 6 18 6569 350 33 36 7378 7 20 0805 1123 ER 350 33 367378 2 057 6 0 1 1 3 9 3 5 5 7 9 7 57 CDO i 1 4872 2 B173 Ha nQ82 2 8173 82 342 9 geL08057 6 5 i rs m emmmmm CE rr 47
235. dPnt gt lt tsEComposedPnt code R1n4 ocation Right componentType Slope Fill slopeType Rate exnstence false gt 7 0335 1 5 lt 7tsf ComposedPnt gt lt tsEFormCtrITarget workType RE_HillWork controlTtem Height targetScope targetRegio targetPntType TargetPnt gt F1n0 lt 7tsfFEFormCtrlTarget gt lt tsf FormCtrlTarget workType RE_HillWork controlTtem Height targetScope targetRegio targetPntType TargetPnt gt L1n1 lt tsfFEFormOtrlTarget gt lt tsEFormCtrITarget workType RE_HillWork controlTtem Height targetScope targetRegio targetPntType TargetPnt gt R1n1 lt tsfEFormCtrlTarget gt lt tsfEFormOtrlTarget workType RE_ HillWork controlltem Width targetScope t argetRegio targetPntType Left Right gt L1n1 R1n1 lt tsfEFormCtrITarget gt lt tsf FormCtrlTarget workType RE_ HillWork controlltem SlopeLength targetScope targetRegio 1 targetPntType Shoulder Toe gt L1n1 L1n2 lt tsfEFormCtrl Target gt lt tsf FormCtrlTarget workType RE_FillWork controlltem SlopeLength targetScope targetRegio 1 targetPntType Shoulder Toe gt R1n1 XR1n1 R1n2 lt tsfEF ormCtrlTarget gt lt tsfEFormOtrlTarget workType RE_ HillWork controlltem Width targetScope t argetRegio 1 2
236. m 84 371 m 3 rgm HorizontalCoordinateSystem HnriznntalCnnrdinateSystem 1CX Y _2 X Y II _3 X Y _4CX Y IV X Y V 6CX Y VI XY VII string 8 X Y VI 9 X Y IX 10 X Y X 11 XY XI 12 X Y XIL 13 X Y XII 14 X Y XIV 15 X Y XV 16 X Y XVI 17 X Y XVII 18 X Y XVI 19 X Y XIX B L BL mm Vertica CoordinateSytor WerticalCoordinateSystem _
237. nce true gt 0 0000 0 0000 lt 7tsf Co mposedPnt gt lt tsEComposedPnt code L1n1 1ocation Left componentType Roadbed Hi1 slopeTyp e Percent existence true gt 1 2860 6 019 lt 7tsf ComposedPnt gt lt tsEComposedPnt code L1n2 1ocation Left componentType Slope Fill slopeType Rate existence true gt 7 0335 1 5 lt tsf ComposedPnt gt lt tsfEComposedPnt code L1n3 ocation Left componentType Berm Hill slopeType Percent existence true gt 0 9995 0 000 lt tsf ComposedPnt gt lt tsfEComposedPnt code XL1n3 L1n4 1ocation Left componentType Slope Hil slope Type Rate existence true seriesPnt false gt 5 0835 1 5 lt 7tsf ComposedPnt gt lt tsEComposedPnt code L1n4 1ocation Left componentType Slope Fill slopeType Rate existence false gt 7 0335 1 5 lt tsf ComposedPnt gt lt tsEComposedPnt code R1n1 1ocation Right componentType Roadbed Fill slopeTy pe Percent existence true gt 1 2860 6 019 lt 7tsf ComposedPnt gt lt tsfEComposedPnt code XR1n1 R1n2 1ocation Right componentType Slope Hil slo peType Rate exnstence true sernesPnt false gt 5 0335 1 5 lt 7tsf ComposedPnt gt lt tsEComposedPnt code R1n2 ocation Right componentType Slope HilD slopeType Rate exnstence false gt 7 0335 1 5 lt 7tsf ComposedPnt gt lt tsEComposedPnt code R1n3 1ocation Right componentType Berm HRil slopeType Percent exnstence false gt 0 9995 0 000 lt 7tsf Compose
238. surePnts classification byInspector refAlign 27 gt lt tsf IMeasurePnt pntName P000301 controlSect 80 targetPnt L1n2 cumulatnveDist 80 0017 cLOffset 36 6575 tmeStamp 2007 02 24T14 27 10 gt 80308 8936 60061 769 118 2842 lt tsf IMeasurePnt gt lt tsf IMeasurePnt pntName P000302 controlSect 80 734 targetPnt L1n2 cumulatnveDist 80 7312 cLOffset 86 7705 timeStamp 2007 02 24T14 28 40 gt 80804 1083 60061 2361 118 2756 lt 7tsf MeasurePnt gt tsf IMeasurePnts gt 40 TECHNICAL NOTE of NILIM No 483 November 2008 305 0804 1 TEL 029 864 2675
239. t PI Name IP 1 x 3723 982983 y 2122 424066 2122 424066 Note gt lt PI Name IP 2 x 4723 839829 y 2522 244606 2422 642640 Note gt lt Pls gt TS 3 P IP En 5 x EEI EC y lt gt E 17 TarnediatePnts BF ea rgm IntermediatePnt 2 n Hzxpk t VM 2 242t lt IntermediatePnts gt lt IntermediatePnt Name 0 00 00000 x 38446 938550 y 19194 360620 E 3 517299 CumulativeDist 462 5773 TangentDirectionAngle 96 50 52 414 gt lt IntermediatePnt Name 0 20 000000 x 38444 553871 y 19174 503296 E 4 175929 CumulativeDist 482 5773 TangentDirectionAngle 96 50 52 414 gt a ed Name 5 40 000000 x 38382 552226 y 18658 212878 E 4 175929 CumulativeDist 982 5773 TangentDirectionAngle 96 50 52 414 gt lt IntermediatePnt Name
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