STRUCTURES
General Manager Lee Fosters
Notes of July 31, 1944 Regarding
-- Tunnels, Bridges, Culverts, Depots, Shops, Etc. --
|
| STATION and OFFICE BUILDINGS |
| Merced | Depot & General Offices |
| " | Track Scale |
| Edendale | Loading Platform |
| Hopeton | Loading Platform |
| Snelling | Depot |
| Merced Falls | Depot |
| Exchequer | Loading Platform |
| Barrett | Depot |
| Kittridge | Loading Platform |
| Bagby | Depot |
| Briceburg | Loading Platform |
| Emory | Loading Platform |
| Incline | Depot |
| El Portal | Depot & Train Shed |
| RAILWAY BUILDINGS |
| Merced | Tool House |
| Snelling | Bunk House |
| Exchequer | Section & Bunk House |
| Barrett | Section & Bunk House |
| Bagby | Section & Bunk House |
| Briceburg | Section & Bunk House |
| Ned's Gulch | Section & Bunk House |
| El Portal | Section & Bunk House |
| INTERLOCKS |
| Merced | @ A. T. & S. F. |
|
| SHOPS & ENGINE HOUSES |
| Merced | Round House - Shop |
| " | Shop - Light Equip. |
| " | Turntable |
| " | Oil House |
| " | Fire House & Equip. |
| " | Storehouse |
| " | Paint Shop |
| " | Sand House |
| " | Tool House |
| " | Motor Card Garage |
| " | Wood Working Shop |
| Merced Falls | Turntable |
| Incline | Repair Shed |
| El Portal | Cleaners Shed etc. |
| WATER STATIONS |
| Merced |
| Merced Falls |
| Jasper |
| Woody |
| Moss Canyon |
| El Portal |
| FUEL STATIONS |
| Merced |
| Merced Falls |
|
| TUNNELS |
| Tunnel | Approx.
Mile Post | Engineers Station | Lineal
Length |
| No. 1 | 31.0 | 1622 + 66.70 to 1628 + 14.60 | 543.3' |
| No. 2 | 32.5 | 1701 + 98.00 to 1721 + 49.00 | 947.0' |
| No. 3 | 33.5 | 1747 + 23.43 to 1763 + 86.43 | 1,659.0' |
| No. 4 | 34.0 | 1784 + 30.00 to 1788 + 80.60 | 446.6' |
BRIDGES
(April 1926) |
| Bridge | Engineers Station | Description |
| 29A | 1524 + 94.75 to 1527 + 55.25 | Length 260.5'
Viaduct Plate Girders on Steel Towers
Concrete Pedestals Ballast Deck
Spans 60' - 40' - 60' - 40' - 60'
Reinforcing Steel 438 lbs.
Bridge Steel 384,509 lbs.
Concrete Aggregate 2,964.66 Cubic Yards.
|
| 30A | 1547 + 52.5 to 1549 + 54.0 | Length 201.8'
14 Timber Bents on Concrete Footings
Concrete Aggregate 1,340.56 Cubic Yards
Stringers 15.531 MBM
Other Timber 46.090 MBM |
| 31A | 1602 + 5.0 to 1604 + 96.0 | Length 240.0'
16 Timber Bents on Concrete Footings
Concrete Aggregate 1,340.56 Cubic Yards
Stringers 17.920 MBM
Other Timber 44.189 MBM |
| 34A | 2003 + 59.67 to 2004 + 70.33 | Length 310.66'
Viaduct Plate Girders on Steel Towers
Concrete Pedestals Ballast Deck
Spans 60' - 40' - 110' - 40' - 60'
Reinforcing Steel 438 lbs.
Bridge Steel 478,536 lbs.
Concrete Aggregate 3,746.66 Cubic Yards.
|
| 37A | 2108 + 14.25 to 2124 + 14.00 | Length 1,599.75'
DPG Spans 4-80' and 2-633'6" Ballast Deck
Continuous Truss Spans
Concrete Piers and Abutments
Reinforcing Steel3,684 lbs
Bridge Steel 4,929,227 lbs.
Concrete Aggregates 38,075.63 Cubic Yards |
| 39A | 2221 + 84.75 to 2225 + 38.50 | Length 353.75'
DPG Spans 110' - 30' - 30' - 80' Ballast Deck
Concrete Piers and Abutments
Reinforcing Steel 438 lbs
Bridge Steel 483,988 lbs.
Concrete Aggregates 6,508 Cubic Yards |
| 39B | 2258 + 74.375 to 2263 + 15.625 | Length 441.25'
DPG Spans 4-110' Ballast Deck
Concrete Piers and Abutments
Bridge Steel 735,976 lbs.
Concrete Aggregates 5,832.66 Cubic Yards |
| CULVERTS |
| Engineers Station | Description |
| 1307 + 07 | 10' Concrete Arch Culvert
Length: 69.2'
Cubic Yards: 388.75 |
| 1336 + 8 | 4' Concrete Arch Culvert
Length: 86.7'
Cubic Yards: 131.57 |
| 1353 + 69 | 6' Concrete Arch Culvert
Length: 86.5
Cubic Yards: 215.30 |
| 1393 + 02 | 10' Concrete Arch Culvert
Length: 102.6'
Cubic Yards: 514.33 |
| 1467 + 09 | 6'Concrete Arch Culvert
Length: 195'
Cubic Yards: 490.91 |
| 1644 + 13 | 12' Concrete Arch Culvert
Length: 765'
Cubic Yards: 502.38 |
| 1651 + 56 | 6' Concrete Arch Culvert
Length: 123.2'
Cubic Yards: 269.13 |
| 1676 + 36 | 10' Concrete Arch Culvert
Length: 106.5'
Cubic Yards: 556.20 |
| 1690 + 06 | 12' Concrete Arch Culvert
Length: 138.5'
Cubic Yards: 771.5 |
| 1739 + 85 | 8' Concrete Arch Culvert
Length: 143.7'
Cubic Yards: 460.51 |
| 1775 + 45 | 8' Concrete Arch Culvert
Length: 207.72'
Cubic Yards: 699.73 |
| 2062 + 96 | 8' Concrete Arch Culvert
Length: 167.5'
Cubic Yards: 562.18 |
| 2304 + 72 | 6' Concrete Arch Culvert
Length: 47.6'
Cubic Yards: 161.48 |
| Various | 27 - 36" Cor. Iron Pipe Culverts 1856.2'
19 - 42" Cor. Iron Pipe Culverts 1617.0'
18 - 48" Cor. Iron Pipe Culverts 2426.9' |
BRIDGES
(1906) |
| Bridge | Engineers Station
Mile Post | Description |
| 13A | 13 | Length 303'
Substructure 3 cylinder piers
Concrete 179 cubic yards
Steel Cylinders 40,981 lbs.
Superstructure
2 Steel Thru Truss Spans
Each 150' long 460,000 lbs.
Piling 1,080 lineal feet
Built in 1906 |
| 48A | 48 | Length 226'
Substructure 4 Concrete Piers
Concrete 1,504 cubic yards
Superstructure
1 - Steel Thru Truss 125' long - 180,000 lbs.
2 - DPG - Each 50' long - 64,000 lbs
Built in 1906 |
| 54A | 54 | Length 125'
Substructure 2 Concrete Piers
Concrete 202 cubic yards
Superstructure 1 - Steel Deck Truss
Span 125' 198,000 lbs.
Built in 1906 |
| PILE and FRAME TRESTLES |
| Item | Size |
| Piling | 12,114 | L.F. |
| Stringers | 540,937 | MBM |
| Other Timber | 866,776 | MBM |
| Concrete Piers | 6,128 | Cubic Yards |
| Concrete Abutments | 87 | Cubic Yards |
| Iron | 169,105 | lbs |
| Totals: 65 Pile and Frame Trestles Total Length 6,970' |
| |
| PIPE and TIMBER CULVERTS |
| 169 wood Box | 96,300 | MBM |
| 154 Cor. Iron | 4,978 | LF |
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