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Pipeline
Construction
Design, route survey and selection
Archaeological survey
- Contractors University of Alaska,
Alaska Methodist University
- Cost, total $2.2 million approx.
- Sites excavated, total 330 approx.
Soils survey
- Bore holes 3,500 approx.
- Soil samples 15,000 approx.
Time devoted to preconstruction effort
6 years approx.
Government oversight
Permits required, number
- Federal 515
- State 832
Notices to Proceed required, number
- Federal 465
- State 403
Pipeline, pump station, road, terminal,
construction
Time required to complete 3 years, 2
months (Apr. 29, 1974 to June 20, 1977)
Construction
Contractors, by pipeline segment
- Section 1 (145
miles) Valdez to Gulkana River-Morrison-Knudson-Rivers
- Section 2 (157
miles) Gulkana River to Salcha River-Perini Arctic Associates
- Section 3 (144
miles) Salcha River to Yukon River-H.C. Price
- Section 4 (127
miles) Yukon River to Midnight Dome-Associated Green
- Section 5 (98
miles) Midnight Dome to Kuparuk River-Arctic Constructors
- Section 6 (125
miles) Kuparuk River to Pump Station 1-Arctic Constructors
Contractors and subcontractors, total
number 2,000 approx.
Cost, construction $8 billion
Ditching, dimensions
- Below-ground ditches 8 ft. wide, 8
ft. deep approx., but variable for overburden depth.
- Below-ground pipeline overburden 3
ft. to 35 ft.
Temporary facilities
- Airfields seven 2,500 ft. to 3,000
ft. long; seven 5,000 ft. long (
two
continue to be used for TAPS purposes; Galbraith Lake and Prospect).
Construction camps
- Total number 1974 to 1977 29
- Largest camp Marine Terminal, 3,480
beds
- Largest pipeline camp Isabel Pass,
1,652 beds
- Smallest pipeline camp Sourdough, 112
beds
Materials
- Shipped to Alaska, total weight 3
million tons approx.
- Gravel used for entire project, total
73 million cu. yds.
- Gravel used for workpad 32 million
cu. yds.
- Largest piece shipped floating tanker
berth (3,250 tons)
Testing, hydrostatic pressure
- Maximum, equivalent to 96% of specified
minimum yield strength.
- Minimum, 125% of operating pressure or 750
psi, whichever was greater.
Welding
Double joints****, number 42,000
Field girth welds, number 66,000
Passes for field girth welds, number
- .562 in. pipe 7
- .462 in. pipe 6
Workforce
Peak 28,072, Oct. 1975 (includes
Alyeska employees and contractors)
Peak, contractor only 21,600
Total over life of construction project
(1969-1977) 70,000 approx.
Minority hire, percentage ranged
from 14% to 19%
Women, percentage ranged from 5% to
10%
Lives lost 31, in incidents directly
related to construction (includes Alyeska, contractors and subcontractors; excludes common
carriers)
Construction camps, names and locations
PS1
Franklin Bluffs
Happy Valley
PS 3
Toolik
Galbraith lake
PS 4
Atigun
Chandalar
Deitrich
Coldfoot
PS 5
Prospect
Old Man
Five Mile
PS 6
Hess Creek ***
Livengood
Ft. Wainwright
PS 8
Delta
PS 9
PS 10
Isabel Pass
Sourdough
Glennallen
Tonsina
PS
12
Sheep Creek
Terminal |
Prudhoe Bay
MP 379 Haul Rd. *
MP 337 Haul Rd.
MP 312 Haul Rd.
MP 287 Haul Rd.
MP 276 Haul Rd.
MP 270 Haul Rd.
MP 252 Haul Rd.
MP 242 Haul Rd.
MP 211 Haul Rd.
MP 179
Haul Rd.
MP 138 Haul Rd.
MP 136 Haul Rd.
MP 107 Haul Rd.
MP 61 Haul Rd.
MP 51 Livengood Rd. **
MP 28 Livengood Rd.
MP 1 Manley Hot Springs Rd.
Fairbanks
Johnson Rd. east of MP 331
MP 274 Richardson Hwy.
MP 258 Richardson Hwy.
MP 218 Richardson Hwy.
MP 197 Richardson Hwy.
MP 148 Richardson Hwy.
MP 110 Richardson Hwy.
MP 68 Richardson Hwy.
MP 64.5 Richardson Hwy.
MP 18 Richardson Hwy.
Marine Terminal |
Pipeline Construction Notes
| * |
Now the James B.
Dalton Hwy. |
| ** |
56-mi. road from
Livengood to Yukon River, now part of James B. Dalton Hwy. |
| *** |
Used during
construction of Livengood Rd., only (winter 1969-70). |
| **** |
Double joint ---
two pipe sections (joints) welded into a single length before transport to the field for
placement in the line. |
Last updated May 18, 2001
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