Two grey three ring binders containing photos, maps and typewritten reports dated 1951 and 1952 detailing the Morrison-Knudsen Kemano Project involving Kemano, Canyon River and Tahtsa Lake Tunnel Project.
Two grey three ring binders containing photos, maps and typewritten reports dated 1951 and 1952 detailing the Morrison-Knudsen Kemano Project involving Kemano, Canyon River and Tahtsa Lake Tunnel Project.
John Ware was a past employee of the Kitimat Town Planning Department (1957-1959). He was hired by Hollister Kent, Planning Director for Kitimat. During his two years here, Dr. ware designed the first Kitimat street signs, the Haisla Boulevard overpass, and the Hirsch Creek Park shelter centennial project (1858-1958). He was layed off when Alcan lost major Aluminum buyers and the town expansion halted, resulting in a cut back of Kirtimat employees. He then moved to the USA.
Custodial History
Donated by John Ware.
Scope and Content
Photographs of the Haisla Boulevard pedestrian walkway bridge. Photos include bridge before centre support was installed, and after.
Notes
Further info on the walkway bridge - the pedestrian overpass was designed by John Ware to carry people, heavy wet snow loads and walkway snow plow, with a large saftey factor. The central span was designed as the maximum length of concrete double 'Tee' beam that could be carried on an open flatbed railroad car through the Canadian Rocky Mountains. The pre-stressed central span was supported on each end by poured reinforced concrete cantilevers built clear of the multi-lane highway. Initial structural calculations were done out by the very capable Kitimat Town Engineer Graydon. His calculations were checked by Kitimat's consulting engineering firm in Vancouver. Ware's design and the engineer's calculations were then sent to a pre-stressed concrete manufacturer in Calgary. When the beam arrived it was properly installed between the two cantilevers, and metal handrails were added just before the winter snow arrived. The bridge was deseigned to self support without any needed centre support. However, when city officials saw the light looking long span walkway bridge they decided that it was too fragile and that a column must be placed at mid span to give it adequate support. This decision would result in a fatal vehicle accident, as wet snows caused a driver to lose control and crash into it.
John Ware was a past employee of the Kitimat Town Planning Department (1957-1959). He was hired by Hollister Kent, Planning Director for Kitimat. During his two years here, Dr. ware designed the first Kitimat street signs, the Haisla Boulevard overpass, and the Hirsch Creek Park shelter centennial project (1858-1958). He was layed off when Alcan lost major Aluminum buyers and the town expansion halted, resulting in a cut back of Kirtimat employees. He then moved to the USA.
Custodial History
Donated by John Ware.
Scope and Content
Photographs of the Haisla Boulevard pedestrian walkway bridge concept.
Preliminary sketch design for walkway bridge over 4 lane divided highway. Designed by Jack Ware in collaboration with:
Kitimat municipal structural engineer-Bryan Graydon
Kitimat municipal structural engineering consultants-Vancouver
Note
Center prestressed beam is supported by the cantilevered beams at each end
Prestressed beam was the longest beam that could be carried on a rail flatbed car across tocky mountains in 1958
Design of supports was simplified to round columns for ease of construction
Notes
Further info on the walkway bridge - the pedestrian overpass was designed by John Ware to carry people, heavy wet snow loads and walkway snow plow, with a large saftey factor. The central span was designed as the maximum length of concrete double 'Tee' beam that could be carried on an open flatbed railroad car through the Canadian Rocky Mountains. The pre-stressed central span was supported on each end by poured reinforced concrete cantilevers built clear of the multi-lane highway. Initial structural calculations were done out by the very capable Kitimat Town Engineer Graydon. His calculations were checked by Kitimat's consulting engineering firm in Vancouver. Ware's design and the engineer's calculations were then sent to a pre-stressed concrete manufacturer in Calgary. When the beam arrived it was properly installed between the two cantilevers, and metal handrails were added just before the winter snow arrived. The bridge was deseigned to self support without any needed centre support. However, when city officials saw the light looking long span walkway bridge they decided that it was too fragile and that a column must be placed at mid span to give it adequate support. This decision would result in a fatal vehicle accident, as wet snows caused a driver to lose control and crash into it.
2 scrapbooks containing newspaper clippings pertaining to Kitimat. First album has house and flower garden on cover and says Kitimat, 1956. Second has hibiscus on cover and is undated.
2 scrapbooks containing newspaper clippings pertaining to Kitimat. First album has house and flower garden on cover and says Kitimat, 1956. Second has hibiscus on cover and is undated.
Photographs consisting of images of men in Kitimat, water depth measuring stick, machinery, offices, buildings, Bank of Montreal, Boy Scouts camp, boy scouts flagpole, canoeing, boats, docks, Alcan construction, Delta King, trailers, Douglas Channel, Smeltersite, Smeltersite Project sign, Moore Creek falls, and Moore Creek bridge.
Photographs consisting of images of men in Kitimat, water depth measuring stick, machinery, offices, buildings, Bank of Montreal, Boy Scouts camp, boy scouts flagpole, canoeing, boats, docks, Alcan construction, Delta King, trailers, Douglas Channel, Smeltersite, Smeltersite Project sign, Moore Creek falls, and Moore Creek bridge.
6 Oct 1980
16 Apr 1981
4 May 1981
(3,10) Dec 1981
18 Jan 1982
8 Feb 1982
24 Aug 1982
17 Oct 1982
Physical Description
23 photograph prints : color
19 photograph prints : b&w
27 negatives
Custodial History
Photographs taken by Max Patzelt.
Scope and Content
Photographs showing interior and exterior views of different buildings on the Ocelot site.
Notes
Roll 5-(No5A,No7A,No8A), Roll 12-(No10,No15), Roll 15-No5, 81-12-(596,612,614,620,624), 82-01-702, 82-02-(737,740,743,790 to 793,795,796,801), Roll 33-(12,15,23,25,32,34), Roll 34-11, 82-10-(1176,1183,1187,1194,1195,1200 to 1203,1206,1208,1210,1211)
Negatives showing large steel parts for the mill and other steel structures that were on the Eurocan site after roughly the first 1.5 years of construction.
Negatives showing large steel parts for the mill and other steel structures that were on the Eurocan site after roughly the first 1.5 years of construction.
(2,16) Mar 1981
16 Apr 1981
18 Jun 1981
(8,14,15,16) Jul 1982
Physical Description
2 photograph prints : color
27 photograph prints : b&w
2 negatives
Custodial History
Photographs taken by Max Patzelt.
Scope and Content
Photographs showing construction involving numerous different kinds of piping in different areas of the methanol plant.
Notes
Roll 10-(3,12), Roll 12-17, Roll13-No18, Roll 19-No8A, Roll 21-(No5,No16,No17,No19), Roll 22-(No3A,No5A,No6A,No10A,No11A,No12A,No14A,No20A,No24A), Roll 23-(No9,No10,No16, No17,No18,No20,No21), 81-07-(300,307)
Photographs showing general ground and aerial shots of the Ocelot methanol plant throughout its construction.
Notes
7357-(13,14,16), 80-6-(008,011), 80-7-(051,052), 80-8-(069,073), 80-9-089, 81-01-(147,148,151), 81-03-(179,183,189,200), 81-04-208, Roll 14-No4, Roll 17-(No8,19), 81-07-(380,381,384), 81-09-(441,443,448,449,450), 81-10-(481 to 485,488,498,503,504,506 to 509), 31-9A, 82-03-(820 to 824), 82-06-(953,954,956,958,963,964), 82-07-(979 to 985), 82-08-(996,1001,1004,1006,1009,1014,1018,1035,1051,1056, 1082 to 1089), 82-09-(1118 to 1124), 82-10-(1165,1167,1168,1191,1192), 85-01-(1317,1325,1330), 85-05-(1350,1353,1354), 85-06-(1355,1356)
