Collection search - Technical drawings pertaining to the Fraser River bridge at New Westminster, B.C [technical drawing]

Record information – Brief
1
Technical drawings pertaining to the Fraser River bridge at New Westminster, B.C [technical drawing]

Hierarchical level:

Series

Date:

1898-1902.

Reference:

R13060-0-0-E

BAN no.:

2009-00252-0

Type of material:

Architectural and technical drawings

Found in:

Archives / Collections and Fonds

Item ID number:

3948957

Context of this record:

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Waddell & Hedrick Fonds

Technical drawings pertaining to the Fraser River bridge at New Westminster, B.C
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Record information – Details

Date(s):

1898-1902.

Bilingual equivalent:

Click here

Place of creation:

United States

Extent:

73 technical drawings

Language of material:

English

Scope and content:

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Series consists of blueprint drawings of the railway bridge over the Fraser River at New Westminster, B.C.

Finding aid:

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(No finding aid) (Restrictions not set)

Additional information:

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General note:

Waddell and Hedrick are consulting engineers from Kansas City. Mo. U.S.

The bridge they designed originally included an upper deck for pedestrian and vehicular use.

Custodial history:

These plans were in the custody of the National Map Collection for some time but were not accessioned until 2009.

Cartographic math data:

Scales differ.

Formatted contents note:

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1. Map of the Fraser River at New Westminster, B.C. Surveyed August 1898
2. Tide guage readings for the year 1900 to ... at New Westminster B.C. 1900
3. Plan [C501] 5. Diagram of stresses and sections of 380'-6" draw span 1902
4. Plan [C501] 6. Diagram of stresses and sections of 225'-0" spread span 1902
5. Plan [C501] 7. Sects. for floor girders 225 ft. Spread span 1901-1902
6. Plan [C501] 8. Diagram of stresses and section of 159'-3" riveted span n.d.
7. Plan [C501] 11. Details of trusses for 159' - 3" through riveted span 1901-1902
8. Plan [C501] 12. Details of portals, sway bracing, floor beams, stringers, laterals & cantilever for 159' - 3" span 1901-1902
9. Plan C501 13. Details of 380'-0" draw span points L0L3 1902
10. Plan C501 14. Details of 380'-0" draw span points L4 to L7 1902
11. Plan C501 15. Details of center panel for 380' draw span 1902
12. Plan C501 16. Details of stringers, floor beams & machinery struts for 380' draw span 1902
13. Plan C501 17. 380 ft. Draw span. Details of laterals, portals and swway braces 1902
14. Details of trestle aproach n.d.
15. Plan C501 19. Details of trestle aproach 1902
16. Plan [C501] 19. Details of trestle aproach 1902
17. Plan C501 18. Detail of machinery for 380 foot draw span 1902
18. Plan C501 18. Detail of machinery for 380 foot draw span 1902
19. Plan C501 28. Detail of machinery for 380 foot draw span 1902
20. Plan C501 29. Marking diagram of machinery for 380 ft. Draw span 1902
21. Plan C501 30. Details of stairway for 380 ft. Draw span 1902
22. Plan C501 30-A. Details of driving machinery and operators. 380 ft. Fixed span 1902
23. Plan C501 31. Detail of batter post and top chord U2U4 of 380 ft. Fixed span 1902
24. Plan C501 32. 380'-0" fixed span. Details of top chord U4U4 1902
25. Plan C501 33. Details of bottom chord an sub-diagonals of 380 ft. Fixed span 1902
26. Plan C501 34. Detail of diagonals, struts & c. of 380' fixed span 1902
27. Plan C501 35. Detail of post hanger sections. 380'-0" fixed span 1902
28. Plan C501 36. 380'-0" fixed span. Details of portals, sway bracing, highway floor beams, upper laterals and shoe 1902
29. Plan C501 37. 380'-0" fixed span. Details of floor system and laterals. 1902
30. General layout for the New Westminster approach 1902
31. Plan C501 40. Contour map 1902
32. Plan C501 41. Contour map 1902
33. Plan C501 42. Contour map 1902
34. Plan C501 43. Profile and lay-out of tracks and roadwagon south side of river 1902
35. Profile and lay-out of tracks and roadwagon south side of river 1902
36. Profile and lay-out of tracks and roadwagon south side of river 1902
37. Plan C501 44. Dimension sheet for floor system of 225' span 1902
38. Plan C501 45. Location of substructure for approach spans & general dimensions of girders 1902
39. Plan C501 47. Details of end posts of 225' spread span 1902
40. Plan C501 48. Detail of top chord sections of 225' spread span 1902
41. Plan C501 49. Details of bottom chord sections of 225' spread span 1902
42. Plan C501 50. Details of shoe and posts at L4, L6, L8 & L10 1902
43. Plan C501 51. Details of sub-diagonals, sub-verticals, etc., of 225' spread span
1902
44. Plan C501 52. Details of section of floor beams L10 L10 for 225' spread span 1902
45. Plan C501 53. Details of section of floor beams L10.L10 & expansion pocket for 225' spread span 1902
46. Plan C501 54. Details of floor beam L8 L8 of 225' spread span 1902
47. Plan C501 55. Details of floor beams L.6.L.6. of 225' spread span 1902
48. Plan C501 56. Details of floor beams of L4L4, L2L2 & L0L0 and shoe for 225' spread span 1902
49. Plan C501 57. Details of floor system - panel L10-L8.1902
50. Plan C501 58. Details of floor system for panel L6 L8 of 225' spread span 1902
51. Plan C501 59. Details of floor system for panel L.6. L.4. of 225' spread span 1902
52. Plan C501 60. Details of stringers L0 L0 - L4 L4 for 225' spread span 1902
53. Plan C501 61. Details of lateral system for spread spans. Struts "A" & "B" 1902
54. Plan C501 62. Details of lateral system for spread span. Portals "P1." & "P2."- struts "C" & "D" 1902
55. Plan C501 63. Details of lateral system for spread span. Girder "E" 1902
56. Plan C501 64. Details for lower laterals L17, 18, 19 & 20 and all lateral plates for 225' spread span 1902
57. Plan C501 65. Details of lower laterals L1 to L161902
58. Plan C501 66. Details of highway girders and bents L6, L8 & L10 for 225' spread span 1902
59. Plan C501 67. Details of highway girders and posts L0, L2 & L4 for 225' spread span 1902
60. Plan C501 71. Details of bents for highway approach 1902
61. Plan C501 72. Details of bent E.B.3 1902
62. Plan C501 73. Details of bents E.B.1. and E.B.2. & Col. E.A.1. North Approach 1902
63. Plan C501 74. Details of railway approach bents WB1, WB2 & WB3. 1902
64. Plan C501 75. Detail of 31'8" deck plate girder span - west curve, and 41'11" deck plate girder span - east curve 1902
65. Plan C501 76. Details of girders EG3, EG4, & EG5. 1902
66. Plan C501 77. Details of girders E.G.6, E.G.7. 1902
67. Plan C501 78. Details of Approach Girders, girders E.G.8 & E.G.9. 1902
68. Plan C501 79. Details of girders WG38 & WG4 1902
69. Details of girders W.G.5. & W.G.6. 1902
70. Plan C501 8[0]. Details of girders W.G.7 & W.G.8 1902
71. Plan C501 A. Details of rack and tracks, 380' draw span 1902
72. Plan C501 B. Details of shoes 380' fixed span 1902
73. Details of signal system 1909

Source:

Private

Related control no.:

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2009-00252-0
85603/6 CA
R13060-0-0-E

Other accession no.:

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85603/6 CA
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Conditions of access:

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Architectural: technical drawings

[Consultation90 Open]

Volume [R13060] 1--7

[Consultation 90 Open]

1 Item no. assigned by LAC 1--12

[Consultation 90 Open]

2 Item no. assigned by LAC 13--24

[Consultation 90 Open]

3 Item no. assigned by LAC 25--36

[Consultation 90 Open]

4 Item no. assigned by LAC 37--45

[Consultation 90 Open]

5 Item no. assigned by LAC 46--54

[Consultation 90 Open]

6 Item no. assigned by LAC 55--63

[Consultation 90 Open]

7 Item no. assigned by LAC 64--73

[Consultation 90 Open]

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Date modified:: 2024-07-24